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Home My WebLink About83-2009 - Site Plan004FLORENCE M. LUCCI MAP 29, PARCEL 194 482 BURNCOAT ST. WORCESTER, MA 01606 N/F PATRICK R. & PHYLLIS MASSAMARO MAP 29, PARCEL 193 128 STRATHMORE RD MIDDLEBURY,, CT 06762 Irl �/' ACCESS\ /• AND LIMIT PROPOSED 2'X4' LANDING .� •-�/ I STAIRS PROPOSED 41 \ ELEVATED WALKWA` /_Cda:19l .� we l EX, STAIRS (TO BE REPLACED WITH / ELEVATED WALKWAY) % 93'f TO NEAREST STRUCTURE / i PROPOSED 2" OOQy �m . x Gj o wv CL sg cow ue -el PROPOSED 2 STORAGE BEI OF WORK 16' PINE TREE `C3 j�Sun I(IROOM Deck /3 FT. \% A /SPRUCE \ 0�e\\� TREE // *`5�,N1 N/F %1 E MARTIN DUGAL o � ��• , r O to \, Oma` Gr { % 0 N/F( EDWARD B. & SANDRA BLACKMAN t 0. MAP 29, PARCEL 189 I �oos 47 STANDISH WAY T < WEST YARMOUTH, MA 02673 I m RAILING CAP (TYP) RAILING (TYP) %' THROUGH 2'x6" DECKING W/ Y4- BOLT '4BOLT (TYP) SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS 3"x8" YOKE; (2) TYP. %" THROUGH BOLT WITH DOCK WASHERS (TYP) 3"x8" CROSS BRACING, (TYP) 10" GREENHEART PILES (TYP) B� SITE PLAN 10 Q Q 10 ?0 4O SCALE: 1'=20' I 4• I 2"x4" RAILINGS (TYP) 141 STANDISH WAY ' MAP 29, PARCEL 190 823 E. THIRD ST. ,,BOSTON, MA 02127 , N/F DAREN A. & FRANK W. RICHARDS \ MAP 29, PARCEL 192 37 STANDISH WAY WEST YARMOUTH, MA 02673 6" RAILING CAP 4' X 4' POST BOLTED THROUGH YOKES AND JOISTS (TYP) ,2" X 10" STRINGERS (TYP) RECESSED DECKING EDGE OF MARSH �_ W/ 3/4" SPACING ifLw. , , 2" X 12" X -3.39 SPOT ELEVATION STRINGERS (TYP) ELEVATION CONTOUR rnE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS PROPERTY LINE f" LIMIT OF WORK/ACCESS TH40 ROUGH—BOLTS MARSH SEE DETAIL A (TYP) e C_'� aF ams 3- X 8" YOKE; ° (2) TYP. 3" X 8" CROSS BRACING, (TYP) • 34" THROUGH BOLT WITH DOCK -� _--- WASHERS (TYP) - MEAN HHIGH WATER i = 1.8---- 10" GREENHEART • PILE (TYP) DETAIL A 5 Q 4 SECTION B -B DETAIL SCALE 1"=2' SCALE: 1°=2' SCALE 1'=2' 11 CONSTRUCDON 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 PROPERTY. 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 TO THE DEPTHS SPECIFIED ON THE PIAN. 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 13Y 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. 13. THE SECOND SECTION OF WALKWAY SHALL BE LOWERED BY 2 STEPS TO A HEIGHT OF 4.1'. THE ASTAIR RISE SHALL BE APPROXIMATELY 7.25 INCHES, AND THE RUN SHALL BE APPROXIMATELY 10 5, INCHES. THERE SHALL BE A 2—FOOT WIDE LANDING (2'x4') SUSPENDED BY THE POSTS TO ALLOW A STABLE PLATFORM TO LAUNCH KAYAKS AND CANOES. 5 Q 5 10 ?0 SCALE 1'=10' SECTION A -A PIER PLAN VIEW SCALE: lm --Io, — LSCSF VEGETATED LAND UNDER COASTAL 18'1 SALT BUFFER 1 OCE4N BEACH MARSH LEGEND - - - EDGE OF MARSH �_ MEAN HIGH WATER ifLw. , , MEAN LOW WATER X -3.39 SPOT ELEVATION —2— ELEVATION CONTOUR rnE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS PROPERTY LINE f" LIMIT OF WORK/ACCESS WITH GRATING; MARSH EXISTING DWELLING� j 10'1 j 1B-± (SEE NOTE 6) j r i SECTION A -A WALKWAY ELEVATION SCALE: 8 6 4 2 0 -2 -4 .0 KEY MAP NO SCALE SURVEY NOTES: RECORD OWNER, UTH,' MARTIN DUCAL 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 B8 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 s WALKWAY, STAIRS AND LANDINGPROPOSED 4'x41' ELEVATED WALKWAY; --1 EXTEND 351' BEYOND MHW TOP OF DECK— 6.0' NCVD PROPOSED PERMANENT ACCESS STAIRS rnE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS 2.5' PUBLIC PASSAGE PROPOSED 2'x8' 10/31/14 WITH GRATING; (7.25" RISE 13" RUN) SEE DETAIL A STEPS (BOTH SIDES) STORAGE BENCH C_'� aF ams -� _--- --� - MEAN HHIGH WATER i = 1.8---- [ v I ;1� _ ' _. -- — PROP OSED \BOTTOM s x6" POST — EXIS77NGI GRADE MEANT LOW WATER jEL. -1.1' --} — . . _— �� ._:_.rm; — --—i r =- �!=' __! r -_EXILND BENTS FOR SOF I _ -- --XISTING I GRADE EXJ GRADE I I KAYAK STORnGE 10. 60 1150 1f40 1130 1f20 1f10 1100 f90 0-1,80 0f70 0f60 0f50 0140 Of30 0f20 0+ 10 01 PROPOSED 6" DIAM. POSTS (2 lYP) PROPOSED 10"-12" DIAM. //y x18' LONG PILES, (4 TOTAL) j 10'1 j 1B-± (SEE NOTE 6) j r i SECTION A -A WALKWAY ELEVATION SCALE: 8 6 4 2 0 -2 -4 .0 KEY MAP NO SCALE SURVEY NOTES: RECORD OWNER, UTH,' MARTIN DUCAL 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 B8 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 1 9/13/15 EXTENDED WALKWAY 11 FEET; ADD 2' LANDING MCB rnE PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS ""n SC -40 AS SHOWN 10/31/14 PROD= MARTY DUGAL 41 STANDISH WAY WEST YARMOUTH, MA oNaN By CB MTW ""moo' WWNG Na DUGALDWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 28D-8046 WWW.SHOREFRONTCONSUL-nNG.COM C_'� aF ams