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Home My WebLink About83-2024 - Floating Dock ConversionAERIAL SITE PLAN (EXISTING) LOT 4 ASPHALT 10 SURFSIDE DRIVE TERRACE MAP 51 LOT 68 r�G 2 8,15 0 S. F. N�� , STONE cS1�, \ EX, WOOD PATIQi FENCE \1 �l �0 \\ STONE �,� WALL ! SCALE: 1"=30' L ,0 0 LANTE REA STONE A� WALL 9 ACCESS A}- -_ LIMIT WORKND ��— \ SHRUBS \ / i 'BEACH......., l3 LOT 3A 610 S.F.+ INSTALL ACCESS STAIRS y (ONE SIDE ONLY) EXISTING PIER, SE83-951 (1989) & (DEP LICENSE 2886 (1992) BASS RIVER (TIDAL) Eeg SITE PLAN ROPOSED ) 105 Q 10 20 40 SCALE: 1"=20' MAP 51 LOT 66 N/F J HOLDEN CAROL B❑AT H❑USE% REMOVE (2) 4'x6' SECTI❑NS (WINGS) -- -- AND 4 PILES PROPOSED 46'± PIER CONVERSION "�~ 1 RE—USE EXISTING 3'x14' RAMP s i PROPOSED 8'x20' FLOAT �, (RELOCATE 2 PILES) REMOVE (2) ,5 DOLPHIN PILES a ACCESS AND LIMIT OF WORK i' LICENSED CONFIGURATION: (1) 4'x18' PIER = 72 SQ. FT. (2) 4'x16' LANDING = 64 SQ. FT. (3) 4'x16' RAMP (1' OVERLAP) = 60 SQ. FT. (4) (5) 4'x10' FLOATS = 200 SQ. FT. (5) (1) 4'x16' FLOATS = 64 SQ. FT. (6) 20 PILES (1 SQ. FT. EACH) = 20 SQ. FT. TOTAL LICENSED SQUARE FOOTAGE = 480 SQ. FT. PROPOSED 10% INCREASE (MINOR PROJECT MODIFICATION) = 48 SQ. FT, PROPOSED DECREASE FROM REMOVING 4'x12' PIER (WINGS) = 48 SQ. FT. PROPOSED DECREASE FROM 6 REMOVED PILES = 6 SQ. FT. TOTAL ALLOWABLE SQUARE FOOTAGE INCREASE (<10%) = 102 SQ. FT. PROPOSED INCREASE IN SQUARE FOOTAGE OF FLOAT FROM 4'x16' TO 8'x20' = 96 SQ FEET (<10% ALLOWED) ---- 4' 2"x6" RAILING CAP 4"x4" POST BOLTED THROUGH YOKES AND 2"x4" RAILING (TYP) JOISTS (TYP) J EXISTING PILES 38't MIN. j 2"x12" STRINGERS CECKING (6 TOTAL, TYP OR /RECESSED W/ 3/4" SPACING (3) 4"x10" BEAMS) 3/4" THROUGH -BOLTS (TYP) ° 3"x10" YOKE; (2) TYP. 3"x8" CROSS BRACING, (TYP) 3/4" THROUGH BOLT WITH DOCK WASHERS (TYP) EXISTING PILES (TYP) ° INSTALL SCREW ANCHOR AT EACH BENT TO PREVENT ICE UPLIFT (OPTIONAL) TYPICAL DOCK SECTION A -A DETAIL 4 2 4 SCALE: 1"=2' LEGEND - EDGE OF MARSH �MHW MEAN HIGH WATER MLW MEAN LOW WATER ---- 2----- ELEVATION CONTOUR LAND UNDER OCEAN - PROPERTY LINE t LIMIT OF WORK/ACCESS 2"x6" RAILING Q f B CAP (TYP) ° 2"x4" RAILING (TYP) EXISTING PILES 5/8" THROUGH BOLT (TYP) 74 2"x6" DECKING W/ " SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS (TYP) 3"x10" YOKE; 3/4" THROUGH (2) TYP. BOLT WITH DOCK WASHERS (TYP) ,__-3"x8" CROSS BRACING, (TYP) EXISTING PILES (TYP) Bi CAL DOCK SECTION B -B DET 1 Q 1 4 SCALE: 1"=2' .RIVERFRONTy.I PIER, RAMP, AND FLOAT EXTEND 85'± BEYOND MHW AREA -�—LSCSF fCOASTALyI LAND UNDER OCEAN - BEACH EXISTING 4'x18' PIER, DEP LICENSE NO. 2886 EXISTING 4'x16' LANDING (TO BE REDUCED TO 4'x4') EXISTING TIMBER BULKHEAD, DEPT EXISTING 4'x16' RAMP LICENSE NO. 5567 EXISTING (5) 4'x10' FLOATS EXISTING 4'x15 FLOAT EXISTING RAMP\ 6 0. _ .. _ 4 6 _ .._-.. _._ 0+00 +20 0+40 01 60 0+80 16'±—►V..-- 16J'± - 18'± - ON A -A ELEVATION (EXISTING 15 2.5 Q 510 20 SCALE: 1"=10' RIVERFRONT I PIER, RAMP, AND FLOAT EXTEND 85'± BEYOND MHW (MATCHES EXISTING) _I AREA -.----LSCSF I COASTAL I -' LAND UNDER OCEAN - PROJECT NO. SC -53 scw.E AS SHOWN BEACH PROJECT TOM GRIMES 10 SURFSIDE TERRACE YARMOUTH, MA DRAWN W MCB `"`CMDF EG EXISTING 4'x18' PIER, SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-1 OP! SHMS DEP LICENSE NO. 2886 I 45'± PIER CONVERSION _ CONVERT EXISTING FLOATS TO EXISTING TIMBER INSTALL LATERAL PIERI RAISE UP 1 FOOT AND PROPOSED 8'x20' FLOAT BULKHEAD, DEP ACCESS STAIRS RECONSTRUCT HANDRAIL RE -USE EXISTING` LICENSE NO. 5567 (ONE SIDE ONLY) 4'x16' RAMP \\1` EXISTING RAMP r -11 h ._. -. __. ,...-. -.. .._._... 180110 20 17't 0+40 01 60 � 80 16't �----- 14't - 17'± COON A -A LLL VH II UIV (t✓KC 5 2.54 5 10 20 SCALE: 1"=10' 6 4 IHV "'11' 01 \42� 0 -4 1+20 URVEY NOTES: LOCUS N.T.S. 1, RECORD OWNER: GRIMES THOMAS A. 12 WINDSOR ROAD EAST WALPOLE, MA 02032 DEED BK:28149 PG:3 PLAN BK:200 PG:01 2. PROPERTY IS SHOWN ON ASSESSORS MAP 051, PARCEL 68 AND APPEARS TO LIE WITHIN THE RESIDENTIAL DISTRICT R-25 PER THE TOWN OF YARMOUTH ZONING MAP. 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED ON MARCH 30, 2015, LINES OF OCCUPATION, AND FOUND MONUMENTATION. 4. ORIGIN OF BEARINGS IS PLAN 512, PAGE 076, RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 5. ORIGIN OF ELEVATIONS ARE NAVD 88, DETERMINED FROM A GPS SURVEY CONDUCTED ON MARCH 30, 2015. 6. PARCEL APPEARS TO LIE WITHIN THE AE (EL.=11') AND X FLOOD ZONES PER FIRM MAP 25001 PANEL 569 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 7. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED ON MARCH 30, 2015 AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 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 PROPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE PROPOSED WORK. 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. THE DOCK INSTALLATION 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 BOTTOM. 5. EACH BENT SEAWARD OF MHW SHALL BE ANCHORED TO THE BOTTOM WITH A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT (AT THE APPLICANT'S OPTION). 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 HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. NO. DATE REMM SHEET tttlE PLAN SHOWING PROPOSED FLOATING DOCK CONVERSION PROJECT NO. SC -53 scw.E AS SHOWN DATE 04/28/15 PROJECT TOM GRIMES 10 SURFSIDE TERRACE YARMOUTH, MA DRAWN W MCB `"`CMDF EG DRAWING W. GRIMES.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-1 OP! SHMS