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Home My WebLink About83-2044 - Dock & Landscapingw" pF OGS 11 i ;O G�PpPO p��l 3� o S1 TE PLAN (PROPOSED) 10 5 Q 10 20 40 SCALE: 1"=20' 42" OPTIONAL 1/2" X 2' REBAR TO SECURE TREADS TO GROUND WITHOUT SIDE TIMBERS CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. 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 STAIRS, DECK, AND DOCK. 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 UPLAND ON THE APPLICANTS PROPERTY. THE DOCK SECTIONS ARE INSTALLED BY HAND. 5. THE WORK LIMIT SHALL BE MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING CONSTRUCTION AREA WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. 6. 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. 7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. 8. 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. 9. ALL TIMBER USED FOR STRUCTURAL FRAMING (ABOVE THE WATER LINE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL DECKING MATERIAL SHALL BE GRATING. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY THE APPLICANT OR SHOREFRONT CONSULTING. �11. (2) 4'x10' SECTIONS MAKE UP THE DOCK. IN THE OFF-SEASON AND DURING THE WINTER MONTHS, THE DOCK SECTIONS SHALL BE STORED UPLAND OF THE VEGETATED BUFFER. THE DOCK SHALL ONLY BE INSTALLED FROM APRIL 1 TO NOVEMBER 1. 112. THE PROPOSED RETAINING WALL SHALL BE 2 FEET HIGH, WITH A TOP ELEVATION OF 28.5 FEET. APPROXIMATELY 50 CUBIC YARDS OF CLEAN FILL SHALL BE USED TO LEVEL THE BACK YARD FROM THE 28' CONTOUR. THERE SHALL BE A 2 -FOOT WIDE VEGETATED BUFFER STRIP DIRECTLY LANDWARD OF THE PROPOSED RETAINING WALL. THERE IS ONE TREE PROPOSED FOR REMOVAL TO CLEAR THE LINE OF THE WALL. 13. THE PROPOSED PATIO SHALL BE PERVIOUS. 14. THE PROPOSED FENCE SHALL BE INSTALLED ALONG THE PROPERTY LINE, APPROXIMATELY 40 FEET ON THE NORTH SIDE, AND APPROXIMATELY 100 FEET ON THE WEST SIDE, OR AS THE SLOPE ALLOWS. PLUVENT PLUGS, BMFEL; L TTiw - NO SETBACK REAR = 5/8' SEISACK TYPICAL RETAININ /,\ 2"x6" DECKING .ERROR BAN 12" MIN, DRAIN FILL FASTEN TREADS WITH COATED TIMBERLOCK FASTENERS AND/OR 3/8"X10" GALVANIZED SPIKES i"X6" HEMLOCK TREADS COMPACTED BACKFILL 14" MIN. TREAD DEPTH STEP DETAIL SCALE: 10'- 2"0 ALUM. SUPPORT POLES GRATED DECKING, TYP)-� / ALUMINUM FRAME (TYP) 12" WIDE GROUND SUPPORTS (TYP) DOCK SECTION ELEVATION SCALE: 1/4'=1' 1112A TOP LEWTH - 92' COWPA= OR 114TURAL RETAINED SOIL GEDGRID, TYPM a3UPACM NATURAL SITE SOILS, AL50 CALM; INFRL SOLS. DR RONFORC£D SOILS DRAtU>J;E CCILLECnON PPE - \ PREF3IRM I Fouo noR N DETAIL (N DRAIWE WT FlLL (PICAL RETAI / END OF DOCK RESTS ON AT -GRADE STEP PROP. 4'x10' DOCK SECTIONS (2 TOTAL) 2" PIPE PILES WITH FEET (TYP) PUBLIC ACCESS STEPS (TYP) PROPOSED DOCK (PLAN VIEW) 5 Q 5 10 20 SCALE: 1"=10' PROPOSED 2' HIGH I TOP OF INLAND BANK ,, /BOTTOM OF INLAND BANK RFTAININ(; WALL WITH 2' i 11-LEYaJt G PPn DR AIWE STONE (LEAN C9111CiETE OMUOL) METRIC DETAIL (NTS 32 VEGETATED BUFFER; T.O.W.=28.5' I'LL~IN" SLOPE ON n BEACH BVW LAND UNDER GREAT POND -- 32 30 C + EDGE OF UND_ERSTORY O SHEET RE PLAN SHOWING PROPOSED SEASONAL DOCK AND LANDSCAf A 30 28 SHOREFRONT CONSULTIN( 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW. SH OREFRONTCONSULTING.COM SECTION A -A VEGETATION DOCK EXTEND 5 Q 5 28 26 = r SCALE: 1"=10' 20t BEYOND HW 26 24 _ r' P OPOSED AT -GRADE STEPS; SEE DETAIL ORDINARY HIGH WATER LEVEL OHW 24 22 (APPROXIMATELY 50t PROPOSED ROPE HANDRAIL = 14.2' (15' NGVD29, USGS) PROPOSED 4' WIDEx20' LONG SEASONAL DOCK WITH GRATING; DECK HEIGHT=14.5 f OBSERVED WATER LEVEL 22 20 18 20 18 16 BACK -YARD, -E 28.11.2' 16 14 14 12 12 10 USE EQUAL AMOUNTS OF CUT AND FILL TO ACHIEVE STEPPED SLOPE PUBLIC ACCESS STEPS8 EXISTING GRADE 10 6 8 6 4 4 2 2 0 0 0 t NIn - - 2 --- ON n O PROPEF f l r-1 17 E" LIMIT C C + ON O SHEET RE PLAN SHOWING PROPOSED SEASONAL DOCK AND LANDSCAf O� OO PROJECT MATHEW PULICKEN 285 BUCK ISLAND ROAD YARMOUT SHOREFRONT CONSULTIN( 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW. SH OREFRONTCONSULTING.COM SECTION A -A PROPOSED) 5 Q 5 10 20 SCALE: 1"=10' zt __ YARMOUTH, MA SURVEY NOTES: NORSE POND BIG SAP POND 01 KEY MA 1" = 800' LEGEND EDGE OHW ORDINA 1. RECORD OWNER: MATHEW J. PULICKEN 285 BUCK ISLAND ROAD YARMOUTH, MA. 02673 L.C. PLAN: 32462-1 LOT: 58 2. PROPERTY IS SHOWN AS LOT 78 ASSESSOR'S WITHIN ZONE R-25 AND THE AQUIFER PROTECTION TOWN OF YARMOUTH ON LINE ZONING MAP LAST 5/2/2015. 3. PROPERTY LINES DEPICTED HEREON ARE BASE SURVEY CONDUCTED BY EXISTING GRADE, INC. IN AND COMPILED FROM PLANS ON RECORD, RECORDI BARNSTABLE COUNTY REGISTRY OF DEEDS. 4. ORIGIN OF BEARINGS IS LAND COURT PLAN 3r� 5. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMIN SURVEY CONDUCTED IN SEPTEMBER OF 2015 6. PARCEL APPEARS TO LIE WITHIN THE FLOOD 2 SHADED X PER FIRM PANEL #586 OF 875, COMML NUMBER 25001CO586J MAP LAST REVISED JULY 1, ON THE FEMA ONLINE DATABASE. 7. EXISTING CONDITIONS SHOWN HEREON WERE C ON THE GROUND SURVEY CONDUCTED IN SEPTEMB EXISTING GRADE INC, AND FROM PLANS ON RECOF BARNSTABLE COUNTY REGISTRY OF DEEDS. 8. SURVEYOR HAS MADE NO INVESTIGATION OR II SEARCH FOR EASEMENTS OF RECORD, ENCUMBRAI` COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY I AN ACCURATE AND CURRENT TITLE SEARCH MAY 9. WETLAND RESOURCES SHOWN WERE FIELD IDEI SHOREFRONT CONSULTING AND SURVEYED BY EXIS 10. THE SITE IS LOCATED WITHIN AN NHESP BOUN THEREFORE REQUIRES MESA REVIEW. 11. ORDINARY HIGH WATER (OHW) IS 15' NGVD29 WHICH EQUALS 14.2' NAVD88 DATUM. ,rj- 4A OBSERI - - 2 --- ELEVAT PROPEF f l r-1 17 E" LIMIT C C UNDER: NO. DATE RFAWN TREE (E 1. RECORD OWNER: MATHEW J. PULICKEN 285 BUCK ISLAND ROAD YARMOUTH, MA. 02673 L.C. PLAN: 32462-1 LOT: 58 2. PROPERTY IS SHOWN AS LOT 78 ASSESSOR'S WITHIN ZONE R-25 AND THE AQUIFER PROTECTION TOWN OF YARMOUTH ON LINE ZONING MAP LAST 5/2/2015. 3. PROPERTY LINES DEPICTED HEREON ARE BASE SURVEY CONDUCTED BY EXISTING GRADE, INC. IN AND COMPILED FROM PLANS ON RECORD, RECORDI BARNSTABLE COUNTY REGISTRY OF DEEDS. 4. ORIGIN OF BEARINGS IS LAND COURT PLAN 3r� 5. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMIN SURVEY CONDUCTED IN SEPTEMBER OF 2015 6. PARCEL APPEARS TO LIE WITHIN THE FLOOD 2 SHADED X PER FIRM PANEL #586 OF 875, COMML NUMBER 25001CO586J MAP LAST REVISED JULY 1, ON THE FEMA ONLINE DATABASE. 7. EXISTING CONDITIONS SHOWN HEREON WERE C ON THE GROUND SURVEY CONDUCTED IN SEPTEMB EXISTING GRADE INC, AND FROM PLANS ON RECOF BARNSTABLE COUNTY REGISTRY OF DEEDS. 8. SURVEYOR HAS MADE NO INVESTIGATION OR II SEARCH FOR EASEMENTS OF RECORD, ENCUMBRAI` COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY I AN ACCURATE AND CURRENT TITLE SEARCH MAY 9. WETLAND RESOURCES SHOWN WERE FIELD IDEI SHOREFRONT CONSULTING AND SURVEYED BY EXIS 10. THE SITE IS LOCATED WITHIN AN NHESP BOUN THEREFORE REQUIRES MESA REVIEW. 11. ORDINARY HIGH WATER (OHW) IS 15' NGVD29 WHICH EQUALS 14.2' NAVD88 DATUM. ,rj- 4A 2 6-6-16 MOVE STAIRS AND DOCK 5' SOUTHWEST, ADD 2 1 1-12-16 SHORTEN DOCK, ADD GRATING, 1 TREE REMO\ NO. DATE RFAWN SHEET RE PLAN SHOWING PROPOSED SEASONAL DOCK AND LANDSCAf PROJECT MATHEW PULICKEN 285 BUCK ISLAND ROAD YARMOUT SHOREFRONT CONSULTIN( 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW. SH OREFRONTCONSULTING.COM