The URL can be used to link to this page

Home My WebLink About83-2009 - Site Plan - ApprovedFLORENCE M. LUCCI MAP 29, PARCEL 194 482 BURNCOA T ST WORCESTER, MA 01606 I NIF PATRICK R. & PHYLLIS MASSAMARO MAP 29, PARCEL 193 128 STRATHMORE RD MIDDLEBURY, CT 06762 /I ACCESS STAIRS (WITH GRATING) r jf PROPOSED 31' ELEVATED WALKWAY =, � l% __.. .._.. _-A PROPOSED PUBLIC EX. STAIRS (TO BE REPLACED WITH a/ ELEVATED WALKWAY) r j i 93't TO NEAREST STRUCTURE PROPOSED 2" CALIPER BEECH TREE gds � r ACCESS rfrAND LIMIT , OF WORK 16" PINE,.r'z TREEfq7 CO ,v Sun i 41 Room PROPOSED 2'X8' ' Deck STORAGE BENCH r''3 FT Q SPRUCE �e r `TREE (p16 ��\5 I" O l � \ s g 4iy % N/F �� Z o x EDWARD B. & SANDRA BLACKMAN i O. MAP 29, PARCEL 189 �oaset 47 STANDISH WAY „R m i WEST YARMOUTH, MA 02673 mom o �o Z w D SITE PLAN ca'o� 10 5 Q 10 20 40 / SCALE: 1"=20' �-c•�,9QS�u� `� \ 55 NIF 'o �9 DAREN A. & FRANK W. RICHARDS MAP 29, PARCEL 192 37 STANDISH WAY /\••, WEST YARMOUTH, MA 02673 IIF DUGAL o 41 STANDISH WAY MAP 29, PARCEL 190 823 E THIRD ST. \OSTON, MA 02127 DETAIL A SCALE 1"=2' 5 Q 1 2 4 SCALE: 1"=2' SECTION B—B DETAIL SCALE 1"=2' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PRCPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY AND STEPS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. PILES SHALL BE DRIVEN TC THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN MECHANICALLY DRIVEN FROM THE WORKING BARGE. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11, THE VEGETATED BUFFER IS PROPOSED TO BE ENHANCED BY THE ADDITION OF NATIVE PLANTS PER THE BARNSTABLE COUNTY COOPERATIVE EXTENSION LIST, 12, A 2—INCH CALIPER BEECH TREE IS PROPOSED ON THE NORTH EAST CORNER OF THE PROPERTY TO THE LEFT OF THE EXISTING STAIRS IN THE LAWN AREA. SECTION A—A PIER PLAN VIEW SCALE: 1"=10' SCALE: 1"=10' LSCSF VEGETATED LAND UNDER COASTAL 18't SALTfl BUFFER OCEAN BEACH I MARSH 'I WALKWAY EXTENDS PROPOSED 4'x38' ELEVATED 24' BEYOND MHW I TOP OF DECK= PROPOSED PERMANENT ACCESS 2.5' PUBLIC PASSAGE PROPOSED 2'x8' STAIRS WITH GRATING SEE DETAIL A� STEPS (BOTH SIDES) STORAGE BENCH MEAN HIGH WATER': = MEAN' LOW WATER EL. _ i 7— LKfSINU, GRADE 1 EXJ GRAI 1+60 1+50 1+40 1+30 1+20 1+10 1+00 15 Q 5 10 20 SCALE: 1"=l0' 0+90 0+80 II 0+70 18't (SEE NOTE 0+60 0+50 0+40 PROPOSED 10"-12" DIAM. x18' LONG PILES, (4 TOT) SECTION A—A WALKWAY ELEVATION SCALE: 1 "=10' LEGEND - - - B � � 4, 6" RAILING CAP x6 RAILING CAP (TYP) SPOT ELEVATION —2— ELEVATION CONTOUR SHEET TIRE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS PROPERTY LINE - r? 4" X 4" POST BOLTED /2"" MARSH CHECKED TW Dm"No No. DUGAL.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM OF SHEETS THROUGH YOKES AND f 2"x4" RAILINGS JOISTS (TYP) "(TYP) 2" X 10" STRINGERS (TYP) 27x4" RAILING (TYP) 7 RECESSED DECKING W/ 3/4" SPACING 2" X 12" 3'4" THROUGH 2"x6" DECKING W/ i'4" STRINGERS (TYP) BOLT (TYP) SPACING; OVERLAP 1" (TYP) 3/4" THROUGH—BOLTS 2"x12" STRINGERS (TYP) o 3" X 8" YOKE; 3"x8" YOKE; _ " (2) TYP. (2) TYP. .: N4" THROUGH 3" X 8" CROSS r4; BOLT WITH DOCK , BRACING, (TYP) .Ab WASHERS (TYP) 3'4' THROUGH CROSS BOLT WITH DOCK � n BRACING, (TYP) T r ��' WASHERS (TYP) 10" GREENHEART 10" GREENHEART "q PILE (TYP) qz PILES (TYP) �� .. s.. Bow. .° DETAIL A SCALE 1"=2' 5 Q 1 2 4 SCALE: 1"=2' SECTION B—B DETAIL SCALE 1"=2' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PRCPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY AND STEPS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. PILES SHALL BE DRIVEN TC THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN MECHANICALLY DRIVEN FROM THE WORKING BARGE. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11, THE VEGETATED BUFFER IS PROPOSED TO BE ENHANCED BY THE ADDITION OF NATIVE PLANTS PER THE BARNSTABLE COUNTY COOPERATIVE EXTENSION LIST, 12, A 2—INCH CALIPER BEECH TREE IS PROPOSED ON THE NORTH EAST CORNER OF THE PROPERTY TO THE LEFT OF THE EXISTING STAIRS IN THE LAWN AREA. SECTION A—A PIER PLAN VIEW SCALE: 1"=10' SCALE: 1"=10' LSCSF VEGETATED LAND UNDER COASTAL 18't SALTfl BUFFER OCEAN BEACH I MARSH 'I WALKWAY EXTENDS PROPOSED 4'x38' ELEVATED 24' BEYOND MHW I TOP OF DECK= PROPOSED PERMANENT ACCESS 2.5' PUBLIC PASSAGE PROPOSED 2'x8' STAIRS WITH GRATING SEE DETAIL A� STEPS (BOTH SIDES) STORAGE BENCH MEAN HIGH WATER': = MEAN' LOW WATER EL. _ i 7— LKfSINU, GRADE 1 EXJ GRAI 1+60 1+50 1+40 1+30 1+20 1+10 1+00 15 Q 5 10 20 SCALE: 1"=l0' 0+90 0+80 II 0+70 18't (SEE NOTE 0+60 0+50 0+40 PROPOSED 10"-12" DIAM. x18' LONG PILES, (4 TOT) SECTION A—A WALKWAY ELEVATION SCALE: 1 "=10' LEGEND - - - EDGE OF MARSH �11Hw MEAN HIGH WATER , !/Lw , , MEAN LOW WATER X -3.39 SPOT ELEVATION —2— ELEVATION CONTOUR SHEET TIRE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS PROPERTY LINE - r? LIMIT OF WORK/ACCESS PROJECT MARTY DUGAL 41 STANDISH WAY WEST YARMOUTH, MA MARSH N EXISTING EXISTING; GRADE 0+30 0+20 0+10 8 - 6 - 4 2 0 -2 -4 0+0 SURVEY NOTES: RECORD OWNER: MARTIN DUGAL 41 STANDISH WAY WEST YARMOUTH, MA 02673 ASSESSORS MAP 29, PARCEL 190 & 191 DEED BK, 27154 PG. 292 PLAN BK. 47 PG. 113 LOTS 215-217 PROPERTY LIES WITHIN RESIDENTIAL ZONE R25 PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY TERRY WARNER IN SEPTEMBER, 2014 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 47 PAGE 113 PARCEL APPEARS TO LIE WITHIN FLOOD ZONES AE (EL. 11' NAVD 88) PER FIRM PANEL #569 OF 875, COMMUNITY MAP NUMBER 25001CO569J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE, EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEY PERFORMED BY TERRY A. WARNER, PLS IN SEPTEMBER 2014. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY TERRY A. WARNER. DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.8' NAVD 88 MEAN LOW WATER = -1.1 NAVD 88 SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 DATED 1988 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW TERRY ANN WARNER No. 38721 ro � ///vo W. OXTE RENSM Tri SHEET TIRE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS PP ECT W. SG -40 sc" AS SHOWN DATE 10/31/14 PROJECT MARTY DUGAL 41 STANDISH WAY WEST YARMOUTH, MA DPM V MCB CHECKED TW Dm"No No. DUGAL.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM OF SHEETS