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HomeMy WebLinkAbout49-51 South Shore Dr site planI CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. �N OF Mg8,9 o tiG s 0 _s KIERAN J. `%`,� 'l I " HEALY "' j` NO.48135 0 KIERAN J. HEALY, PLS FOR THE BSC GROUP LEGEND /777 El CB/DH e F.F. ELEV. m OHIN QS SMH x 3.5 O 5 DATE BUILDING CONCRETE BOUND/DRILL HOLE EDGE OF WATER ELECTRIC METER FIRST FLOOR ELEVATION FIRST FLOOR SILL, PEAK OVERHEAD WIRES SEWER MANHOLE SIGN SPOT GRADE STOCKADE FENCE STONE RIPRAP UTILITY POLE VENT PIPE WOOD POST MINOR CONTOUR MAJOR CONTOUR LOCUS INFORMATION CURRENT OWNER TITLE REFERENCE PLAN REFERENCE: ASSESSORS REFERENCE: ZONING DISTRICT: SETBACKS: MINIMUM LOT SIZE: EXISTING LOT SIZE: NITROGEN SENSITIVE ZONE: NATURAL RESOURCE AREAS / NIT. SENSITIVE FEMA FLOOD ZONE DISTRICT: CB/DH FND (RECORD POSITION [ HELD) N Q CONC - WALL AC UNIT F.F. EL.=8.25' (DOOR SILL) N1471'00"W 19-11 66.00' N/F 47 SOUTH SHORE DR LLC CONC DB 33088 PG 302 WALL RIPRAP CB/DH FND N CB/DH o FND (HELD DIRECTION) o� rn 01' 0 S.SQUA TTERS ROAD 3 • f O DETAIL I n NO SCALE z TBM SET.• CENTER OF CONCRETE BOUND EL. = 6.24' (NA VD 1988) SEE DETAIL CB/DH FND & HELD .,. - O¢..r --- - - - - - - - - - - 1-- SOUTH SHORE DR/ l/ 18 '59'W (PRIVATE - 40' WIDE (RECORD TO BOUND) PROPOSED COBBLES SEPTIC BRICK STONE WALL X4.4' COBBLES " N8.0'29' STEPG -S 80 1 GRAVEL �'"�" COBS GRAVE 0 �e.5'�� � F.F. EL=8.71' X7.a' rNv WALL w , 1 3 (DOOR SILL) BRICK WOOD V T 8 S1459'40"E WALK D1< 6' RR 7TE� 69.00' g WALL SMH / TANK WOOD RIM=5.76' AE DEL 13) STORAGE ; ` #51 fi '1 STEPS ZONE #49 CHEST s STORY STOCKADE 2 STORY W/F 2. 1' W/F FENCE m SEPTIC - - WOOD r - '~� 11 8 LANDING S12'02'300E \ STOCKADE VE (EL 13) WOOD ZONE 68.00' -�-.., FENCE WOOD STEPS PILING 19-8 1.4 WALL KARDL DAWN SITED WOOD ` STONE DECK -"�-- LC CERT 198843 LC PLAN 38512-A I RIP 3.5' LIMITS OF NHESP STONE COASTAL BEACH RIPRAP 4 LIMITS OF NHESP X 3.4' WOOI X 3.4' WOOD WOOD " - WRACK LINE PILING PILING DAWN KAROL X 0.3' DEED BOOK 15764, PAGE 275 (49 SOUTH SHORE DR.) DEED BOOK 15765, PAGE 25 (51 SOUTH SHORE DR.) PLAN BOOK 326 PAGE 41 (LOTS 1 & 2) 19-9 (51 SOUTH SHORE DR) & 19-10 (49 SOUTH SHORE DR) R-25 HOTEL/MOTEL OVERLAY DISTRICT 2 (HMOD2) FRONT 30' SIDE 15' REAR 20' 25,000 S.F. 5,986f S.F. (0.14 AC.f) TOTAL PER PLAN REFERENCE ABOVE NOT IN A ZONE II YES - CAPE COD EMBAYMENT ESTABLISHED JULY 7, 2023 PARCEL IS WITHIN ZONE VE (EL 13) & AE (EL 13) PANEL #25001CO589J DATED 7/16/2014 COASTAL BEACH X 2. i 2 X0.3' -0.9 PLATFORM PUBLISHED MH IN ELEVATION 1.45 PER STATION :'376 EDGE OF WATER (41812024) NANTUCKET SOUND SOUTH SHORE DRI VE (PRIVATE - 40' WIDE) PROPOSED 7'-6" x 10' UPPER DECK r 10.1' PROPOSED #51 CONNECTING _ STEPS = 0.3. #49 % , % o, 0.6' 1 PROPOSED 7'-6"xl6' LOWER DECK LIMITED DATA DEPICTED FOR CLARITY SUBSKETCH DECK NOTES 1. THE DECK WILL BE SET ON SONO TUBES AND CONNECTED WITH APPROPRIATE SIMPSON TIES. SURVEY NOTES 1. THE INTENT OF THIS SURVEY AND PLAN: DOCUMENT EXISTING CONDITIONS FOR 49 AND 51 SOUTH SHORE DRIVE. 2. THE FIELD SURVEY AND WETLAND RESOURCE INSPECTIONS OF THE PROJECT AREA WAS PERFORMED ON THE GROUND BY BSC GROUP ON APRIL 8, 2024. 3. THE VERTICAL DATUM SHOWN IS NAVD 88 AS DERIVED FROM GPS OBSERVATIONS MADE DURING THE ABOVE -MENTIONED SURVEY. THE REFERENCE MERIDIAN (NORTH ARROW) SHOWN IS BASED UPON BEARINGS SHOWN ON PLAN BOOK 326, PAGE 41. 4. PROPERTY LINES SHOWN ARE BASED ON DEEDS AND PLANS RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS. 5. THE DECKS BETWEEN #49 AND #51 SOUTH SHORE DRIVE WILL HAVE STEPS BETWEEN THE DECKS AND A STEP OR TWO TO THE GROUND FROM THE LOWER DECK. 6. THOSE AREAS THAT HAVE WALLS AND SLOPES TO MEET COASTAL BANK DEFINITION ARE WALLS THAT HAVE BEEN CONSTRUCTED TO ENCOMPASS THE ELEVATED SEPTIC SYSTEM. 7. SUBJECT PROPERTY IS IN A SPECIAL FLOOD ZONE AREA VE (EL 13) & AE (EL 13). SEE FLOOD INSURANCE RATE MAP, BARNSTABLE COUNTY, MASSACHUSETTS, MAP NUMBER 25001CO589J, EFFECTIVE DATE JULY 16, 2014 AND IS SHOWN HEREON. 8. EXISTING UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND COORDINATING ANY ON -SITE ACTIVITY WITH DIG -SAFE AND THE APPROPRIATE UTILITY COMPANY AND MAINTAINING EXISTING UTILITY SYSTEM SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE COMMONWEALTH OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 40, AT 1-888-344-7233. NO GUARANTEE IS IMPLIED OR INTENDED AS TO THE ACCURACY, LOCATION OR THAT ALL UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION M_ Pond Ne cketS,u LOCUS LOCUS MAP NOT TO SCALE SITE PLAN OF LAND 49-51 SOUTH SHORE DRIVE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS / MODIFIED DECKS APRIL 19, 2024 PREPARED FOR: DAWN KAROL 49 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA 02664 dawn@karolandkarol.com BSA R G ouP L'Or BUILD I SUPPORT I CONNECT 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2024 BSC Group, Inc. SCALE: 1» = 20' 0 10 20 40 FEET FILE: P: \SUR\DR\C3D\l00985-EXC.dwg DWG.: -- JOB. NO: 0100985.00 SHEET 1 OF 1