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HomeMy WebLinkAbout83-188928 O N n M m D D Z M D< D D A � LOCUS > N � z m TIDE LA In > m r�* c ORE OR' SH v SEPGDv-J BEPCN - BASS NANTUCKET SOUND RIVER BEACH LOCUS MAP: NOT TO SCALE l h � v / o° / V QQ 3/4"0 I -BOLTS WITH 5' LONG ROD W/THREADED ENDS 1"x6" DECKING / 3/4" SPACING ZI Ir r7 DECK FRAMING p1ER EXISTING HIER FLOAT ' W J &,FLOAT/ ' I I I t lel j ' a iCO 3 j f If i 12" PILE WITH , A GALVANIZED STEEL SLEE I j ! 1: PROPOSED It� FLOAT' 8'x20' /RAMP 4'x14' ' "w , PIE 4'x20'S18g310 - - -- PROPOSED 3' WIDF� . EXISTING PIER &;' / �C) ,III, PUBLIC ACCESS j MLW=0.0� FLOAT TO BE %� / MHW=3.5 / / / PATHWAY RELOCATED i / HTL=3.7' /moi i j / N/F • ��' JOSEPH J FERRARA TRS ASSESSORS MAP 25 CS — <v PARCEL 26 11 FLOOD ZONE "A-12" NGVD ELEV 13 MLW. 13 �.----zn 10 S'x1K RAMP PROPOSED RELOCATED I I 5 PIER & FLOAT I I MHW 3.5PROPOSED �• ' ' — ' LnE MLW 0 i SALT M .R.rGseG r II —5 PU —10 PROPOSED RAMP 14'-0" WOOD OR SYNTHETIC HANDRAIL BRACE MATERIAL WITH 50% SEE THROUGH VISIBIUTY VA V/—ZM �\ 3/4` CARRIAGE STEEL BOLT (TYP.) BRACING (TYP) / DOCK WASHERS DECK TO RAMP CONNECTION DETAIL SCALE: NONE 3i� "'i"' GIRDER 1Y DIA -15 -20 -25 j i / 11 N/F BONNIE JEAN BROWNING ! ASSESSORS MAP 25 PARCEL 28 I 1 2p5� SECTION A—A SCALE: 1"=10' 2.6' IP FND N/F CYNTHIA A. MEISNER ASSESSORS MAP 25 PARCEL 27 I 11,866±S.F. i NDRAIL i- WHEEL BOLT (TYP.) SIDE OF PILE 10 x20 CONTINUOUS PLYWOOD 3'x8" CROSS STYROFOAM BRACING (TYP) PROPOSED 12" NOTE: ALL WOOD TO BE NON -LEACHING POSTS PRESSURE TREATED. HELICAL ANCHOR PILES BELOW AT RAMP TO MHW 39' LONG. TRANSVERSE SECTION PREVENT ICE 8" PILES RAMP DETAIL DAMAGE TYPICAL PIER SECTION ABOVE MHW F OAT SECTION SCALE: NONE (OPTIONAL) SCALE: NONE 30' LONG I SCALE: NONE z' 1r IN 10.6' DOS1n+G 2"x6" SKID 2"x6" JOIST 16" O.C. 2.9' PATIO Oyk, 17.3' \ Oyk,\ 1 CHIMNEY WOOD FRAME HOUSE #4 ST�p BENCHMARK: 20.1 TOP OF WALL ELEVATION 8.8 (MLW DATUM) N / T A1N G COVERED RE 1N ENTRY 8'p3,10"W 29.1' .� PORCH N0 0�RHANG BRICK PATIO 85.00, 81� — _SOF t a0' "DIE PRNAiEi GE OF p ANEM D 14" DIA. 8'-0" GALVANIZED STEEL2"x10 FRAMING PILE SLEEVE (TYP.) 12" O.C. 12" DIA. PILE (TYP) GUIDE 1`x6" PRESSURE 1"x6` DECKING TREATED DECK 2"x8" OR EQUIVALENT FRAME LAG BOLTS (TYP)�— \ 14"GALV. CARRIAGE FRAMING TO BE BOLTS (TYP) REINFORCED WITH GALVANIZED SEATS lug ► •� 1•► MA 01 .1/2"x20 MARINE WITH BRACKETS PLYWOOD -10"x20" CONTINUOUS _ STYROFOAM TIMBER FLOAT DETAIL CURRENT OWNER: CYNTHIA A. MEISNER 4'-0" - 8" DIA PILE GREENHEART PLAN REFERENCE: BOOK 186, PAGE 33 ASSESSORS MAP: 2"x10" RAILING � (OR EQUIVALENT) 12" DIA ZONING DISTRICT: R-25 SETBACKS: FRONT 30' PILES BELOW MHW REAR 15' MINIMUM LOT SIZE: OPTIONAL LOT AREA: 11,866±S.F. FEMA FLOOD ZONE "A-12" 7/2/92 FPOSTS NYLON ROPE all GANGWAY 81-0" g'—p" 1"x6" SIDE • I SIDE RAILS TO BE 1"x6" DECKING RAIL (TYP.) • - 5- EVENLY SPACED 2"x2"x6' GUIDE w/3/4" SPACING -DECK 2"x8" STRINGE • 2 x8 MAX. • " 1x6 DECKING WITH " " 2x6 JOIST �-2 " x8 FRAME SPACING 3/4" SPACING (TYP 16" O.C. 3/4" HDPE 1eGALV. CARRIAI WATER UNE ELECTRIC CONDUIT BOLTS (TYP) 3/4" DIA. GALV. 2"x8" EACH 2"x6" SKID " " 1/2"x20" MARINE NDRAIL i- WHEEL BOLT (TYP.) SIDE OF PILE 10 x20 CONTINUOUS PLYWOOD 3'x8" CROSS STYROFOAM BRACING (TYP) PROPOSED 12" NOTE: ALL WOOD TO BE NON -LEACHING POSTS PRESSURE TREATED. HELICAL ANCHOR PILES BELOW AT RAMP TO MHW 39' LONG. TRANSVERSE SECTION PREVENT ICE 8" PILES RAMP DETAIL DAMAGE TYPICAL PIER SECTION ABOVE MHW F OAT SECTION SCALE: NONE (OPTIONAL) SCALE: NONE 30' LONG I SCALE: NONE z' 1r IN 10.6' DOS1n+G 2"x6" SKID 2"x6" JOIST 16" O.C. 2.9' PATIO Oyk, 17.3' \ Oyk,\ 1 CHIMNEY WOOD FRAME HOUSE #4 ST�p BENCHMARK: 20.1 TOP OF WALL ELEVATION 8.8 (MLW DATUM) N / T A1N G COVERED RE 1N ENTRY 8'p3,10"W 29.1' .� PORCH N0 0�RHANG BRICK PATIO 85.00, 81� — _SOF t a0' "DIE PRNAiEi GE OF p ANEM D 14" DIA. 8'-0" GALVANIZED STEEL2"x10 FRAMING PILE SLEEVE (TYP.) 12" O.C. 12" DIA. PILE (TYP) GUIDE 1`x6" PRESSURE 1"x6` DECKING TREATED DECK 2"x8" OR EQUIVALENT FRAME LAG BOLTS (TYP)�— \ 14"GALV. CARRIAGE FRAMING TO BE BOLTS (TYP) REINFORCED WITH GALVANIZED SEATS lug ► •� 1•► MA 01 .1/2"x20 MARINE WITH BRACKETS PLYWOOD -10"x20" CONTINUOUS _ STYROFOAM TIMBER FLOAT DETAIL CURRENT OWNER: CYNTHIA A. MEISNER TITLE REFERENCE: BOOK 17564, PAGE 95 PLAN REFERENCE: BOOK 186, PAGE 33 ASSESSORS MAP: 25 PARCEL:- 27 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 15' MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866±S.F. FEMA FLOOD ZONE "A-12" 7/2/92 ZONE DISTRICT: 250015 0006 D I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. 8 �A 2-/1U PROFESSIONAL LAND SURVEYOR DATE PLAN TO ACCOMPANY A NOTICE OF INTENT TO PERMIT A PIER RAM P & FLOAT AT #4 TIDE LANE IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING PROPOSED CONDITIONS NOVEMBER 2j 2010 REVISIONS: NO. DATE DESC. PREPARED FOR: KENNETH MEISNER 201 BACON STREET NATICK, MA 01760 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2010 The BSC Group, Inc. SCALE: 10 = 10' 0 1.25 2.5 5 rEnv 0 5 10 20 rEu PROJ. MGR.: C. FIELD FIELD: M.CREIGHTON/D.GAZZOLO/J. McCAR' I CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST 'CHECK: C. FIELD FILE: 8673NOI.DWG DWG. NO: 5552-02 SHEET 1 OF 1 JOB. NO: 4-8673.00 MAIN STREET PEER 28 O O m z 1 \ D Z S / ` 3 D 7 M LOCUS N EXISTINER FLO 00 T I ' � z z m & L8 TIDE LAD m 83 1614 � a S. SHORE DR N� 0 i I GULF � oo / � �z I SE gEPCN BASS NANTUCKET SOUND RIVER BEACH LOCUS MAP: / NOT TO SCALE A / 2" PILE WITH /GALVANIZED \�I � j / STEE SLEE / • / �Py I fl CO lti ^ FLO'AT VIII RAMP PROP OAED / LOAT 8'x20' h / / ,- /RAMP 4'x12' ASF ti PI4'x18' A i PIER 4. ZROPOSED 3' WID EXISTING PIER & ��� ��h PUBLIC ACCESS MLW=0.0' / FLOAT TO BE — _ PATHWAY MHW=3.5 //1' RELOCATED - 5 • ° c .0/7 AV • /1I1i o/ / 3 FLOOD ZONE" A-12"13 EL. 12 NGVD ELEV 13 MLW. 10 PROPOSED RELOCATED PIER & FLOAT 5 S.E. 83-1887 I ( MHW 3.5 LFL MLW 0 -5 �- — — — — -J -10 -15 -20 -25 3/4.0 1 -BOLTS — WITH 5' LONG ROD W/THREADED ENDS 1"x6" DECKING — / 3/4" SPACING / DECK FRAMING HrL=3.7' N/F JOSEPH J FERRARA TRS ASSESSORS MAP 25 PARCEL 25 1 N/F BONNIE JEAN BROWNING / ASSESSORS MAP 25 PARCEL 28 / 2.6' wowr 05' ` IWOS10"E \ l � Oyu, � oyw SHED "A 17.3' FND ` PATIO / N/F i CYNTHIA A. MEISNER + ASSESSORS MAP 25 PARCEL 27 11,866±S.F. Z A2.7 rn 0 WOOD FRAME HOUSE #4 r VERTICAL COASTAL BANK 10.6' 8" DIA PILE GREENHEART PROPOSED RAMP 11'-0" 2"x10" RAILING (OR EQUIVALENT) 12" DIA WOOD OR PILES BELOW MHW g'_0" SYNTHETIC HANDRAIL BFACE POSTS OPTIONAL MATERIAL WITH NYLON ROPE 50% SEE THROUGH GANGWAY 1"x6" VISIBILITY o 1"x6" SIDE tO • SIDE RAILS TO BE 3��CKING DECK RAIL (TYP.) • » • EVENLY SPACED " " ' 3 4" 5 2x2 x6 GUIDE k SPACING M LSPACING 2"x8" STRINGE • MAX. • 1"x6" DECKING WITH 2"x6" JOIST Zx () 3/4" SPACING (TYP) 16" O.C. 2"x8" FRAME 3/4" HDPE 00 FLOAT 14"GALV. WATER LINE ELECTRIC CONDUIT STOP CARRIAGE 3'-6" HANDRAIL WHEEL 2"x6" SKID BOLTS (TYP) 3/4" DIA. GALV. 2"x8" EACH » » TITLE REFERENCE: BOOK 17564, PAGE 95 BOLT (TYP.) SIDE OF PILE 10"40" CONTINUOUS 1/2 x20 PARCEL: 27 i VINA)"c!" I MR � R'S —�MARINE 3'x8" CROSS STYROFOAM PLYWOOD 3/4" CARRIAGE POSTS 10 0 0 0 14 M BOLT (TYP.) STEEL / DOCK WASHERS BRACING (TYP) \ x R a in 16.: - ------------ IMENNEENUMNOWNWiM --------- E)as-nNG GRADE .. PROPOSED D O. -;Mimi ..� m I RAMP DETAIL .�, :....�.: . DECK TO RAMP CONNECTION DETAIL SCALE 1 "=4' 8 PILES SECTION DAMAGE TYPICAL PIERABOVE MHW TIMBER FLOAT SECTION SCALE: NONE GIRDER (OPTIONAL) SCALE: i" =4 30' LONG SCALE: 1 = 4' BOLTS (TYP) PERMIT A PIER 2"x6" JOIST MARINE PLYWOOD/� LAG BOLTS (TYP)- 16 O.C. 10"x20" CONTINUOUS STYROFOAM FRAMING TBE (BARNSTABLE COUNTY) EXISTING REINFORCED WITH PROPOSED CONDITIONS loll REVISIONS: 11 SECTION A_ -A WITH BRACKETS TIMBER FLOAT SECTION — SCALE: 1" = 8' - BSC GROUP w.. 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2011 The BSC Group, Inc. SCALE: 1" - 10' 0 1.25 2.5 5 remes 8" DIA PILE GREENHEART PROPOSED RAMP 11'-0" 2"x10" RAILING (OR EQUIVALENT) 12" DIA WOOD OR PILES BELOW MHW g'_0" SYNTHETIC HANDRAIL BFACE POSTS OPTIONAL MATERIAL WITH NYLON ROPE 50% SEE THROUGH GANGWAY 1"x6" VISIBILITY o 1"x6" SIDE tO • SIDE RAILS TO BE 3��CKING DECK RAIL (TYP.) • » • EVENLY SPACED " " ' 3 4" 5 2x2 x6 GUIDE k SPACING M LSPACING 2"x8" STRINGE • MAX. • 1"x6" DECKING WITH 2"x6" JOIST Zx () 3/4" SPACING (TYP) 16" O.C. 2"x8" FRAME 3/4" HDPE 00 FLOAT 14"GALV. WATER LINE ELECTRIC CONDUIT STOP CARRIAGE 3'-6" HANDRAIL WHEEL 2"x6" SKID BOLTS (TYP) 3/4" DIA. GALV. 2"x8" EACH » » 03 IN SjOOP CHIMNEY METER Yarmouth Conservation Commission, JUN 2 p 2011 RECEIVED Oyw BENCHMARK: \-J TOP OF WALL ELEVATION 8.8 '(MLW DATUM) � \L 1C RETAINING WALL COVERED � HANGH BRICK PATIO 7 / 85.00. _ _ 578•p3'10"W ...•--.' /_ P A� EE 16� � EDGE Of (40' WIDE pR1V AiEi E OF P ASM Btu TITLE REFERENCE: BOOK 17564, PAGE 95 BOLT (TYP.) SIDE OF PILE 10"40" CONTINUOUS 1/2 x20 PARCEL: 27 GALVANIZED STEEL . —�MARINE 3'x8" CROSS STYROFOAM PLYWOOD 3/4" CARRIAGE POSTS BRACING (TYP) NOTE: WOOD T BE NON—LEACHING BOLT (TYP.) STEEL / DOCK WASHERS BRACING (TYP) I CERTIFY TO THE BEST OF MY PROPOSED 12" HELICAL ANCHOR PILES BELOW PRESSURREE TREATED. 1"x6" DECKING I RAMP DETAIL AT RAMP PREVENT ICCEE MHW 39' LONG. »TRANSVERSE SECTION DECK TO RAMP CONNECTION DETAIL SCALE 1 "=4' 8 PILES SECTION DAMAGE TYPICAL PIERABOVE MHW TIMBER FLOAT SECTION SCALE: NONE GIRDER (OPTIONAL) SCALE: i" =4 30' LONG SCALE: 1 = 4' 03 IN SjOOP CHIMNEY METER Yarmouth Conservation Commission, JUN 2 p 2011 RECEIVED Oyw BENCHMARK: \-J TOP OF WALL ELEVATION 8.8 '(MLW DATUM) � \L 1C RETAINING WALL COVERED � HANGH BRICK PATIO 7 / 85.00. _ _ 578•p3'10"W ...•--.' /_ P A� EE 16� � EDGE Of (40' WIDE pR1V AiEi E OF P ASM Btu TIMBER FLOAT DETAIL SCALE: 1" = 4' 8'-0" 2"x10" FRAMING -02" O.C. CURRENT OWNER: CYNTHIA A. MEISNER TITLE REFERENCE: BOOK 17564, PAGE 95 14" DIA. ASSESSORS MAP: 25 PARCEL: 27 GALVANIZED STEEL . SETBACKS: FRONT 30' SIDE 15' PILE SLEEVE (TYP.) 20'-0" LOT AREA: 11,866+S.F. 12" DIA. PILE (TYP) 6' GUIDE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION 2"x2!" 1"x6" DECKING 1"x6" PRESSURE O 2"x8" FRAME TREATED DECK PROFESSfONAL LAND SURVEYOR DTA E 14"GALV. CARRIAGE OR EQUIVALENT "x6" SKID OF INTENT BOLTS (TYP) PERMIT A PIER 2"x6" JOIST MARINE PLYWOOD/� LAG BOLTS (TYP)- 16 O.C. 10"x20" CONTINUOUS STYROFOAM FRAMING TBE (BARNSTABLE COUNTY) EXISTING REINFORCED WITH PROPOSED CONDITIONS GALVANIZED SEATS REVISIONS: NO. DATE DESC. WITH BRACKETS TIMBER FLOAT SECTION — SCALE: 1" = 8' - TIMBER FLOAT DETAIL SCALE: 1" = 4' 8'-0" 2"x10" FRAMING -02" O.C. CURRENT OWNER: CYNTHIA A. MEISNER TITLE REFERENCE: BOOK 17564, PAGE 95 PLAN REFERENCE: BOOK 186, PAGE 33 ASSESSORS MAP: 25 PARCEL: 27 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 15' MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866+S.F. FEMA FLOOD ZONE "A-12"7/2/92 ZONE DISTRICT: 250015 0006 D I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. O CRAMA. W 3800w PROFESSfONAL LAND SURVEYOR DTA E P LAN TO ACCOMPANY A NOTICE OF INTENT TO PERMIT A PIER RAMP & FLOAT AT #4 TIDE LANE IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING PROPOSED CONDITIONS NOVEMBER 2, 2010 REVISIONS: NO. DATE DESC. 1. 5/4/11 ADDITIONAL TOPO. 2. 6/3/11 DEP. REQ. PREPARED FOR: KENNETH MEISNER 201 BACON STREET NATICK, MA 01760 BSC GROUP w.. 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2011 The BSC Group, Inc. SCALE: 1" - 10' 0 1.25 2.5 5 remes 0 5 10 20 rear PROD. MGR.: C. FIELD FIELD: M.CREIGHTON/D.GAZZOLO/J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8673N01-4.DWG DWG. NO: 5552-03 SHEET 1 OF 1 JOB. NO: 4-8673.00 PIER ]28 0 0 M m D D J M DLOCUS z N c / EXISTING F)IER FLOFT z z "' W & LOA,T!/TIDE LA D rn/ 83 16140000 ASS NA TUN CKET SOUND RIVER BEACH LOCUS MAP: ! NOT TO SCALE Ax, —l/ 1, 2' PII(WITH / / GALVANIZED j/ v 1 STEEL SLEEVE I / `v A FLOAT RAMP / �l�l 1 I / PROPOAED -.t / / i /RA MP 4'x110. Q / J / \ O o° m� / PI4'x22' / �� X111, / / IQ EXISTING PIER FLOAT TO BE RELOCATED /G�O F rPIER �ROPOSED 3' WIDE/ PUBLIC ACCESS/ MLW=0.0' PATHWAY MHW=3.5' HTL=3.7' I I FLOOD ZONE "A-12" 13 NGVD ELEV 13 MLW. 10 RELOCATED I I 5 PIER &FLOAT I ( MHW 3.5 S.E. 83-1887 MLW 0 —10 -15 —20 —25 N/F JOSEPH J FERRARA TRS ASSESSORS MAP 25 PARCEL 26 1 / N/F !I BONNIE JEAN BROWNING / ASSESSORS MAP 25 PARCEL 28 r " p5, !� -IA 03'A0 E \ IP FND i N/F ICYNTHIA A. MEISNER ASSESSORS MAP 25 PARCEL 27 11,866±S.F. Z' 10.6' 3/4"0 I—BOLTS 4'-0' WITH 5' LONG ROD " » 8" DIA PILE GREENHEART W/THREADED ENDS PROPOSED RAMP 11'-0" 2x10 RAILING (OR EQUIVALENT) 12" DIA WOOD OR PILES BELOW MHW SYNTHETIC OPTIONAL 1"x6" DECKING HANDRAIL NYLON ROPE / 3/4" SPACING MATERIAL WITH BRACE POSTS 509 SEE THROUGH 1"x6" SIDE • GANGWAY g'_p• VISIBILITY I SIDE RAILS TO BE �� DECK RAIL (TYP.) • - 5» EVENLY SPACED 2"x2"x6' GUIDE 1"x6' DECKING » • • w 3 4" SPACING o -,;� 3 4' 2x8 STRINGE MAX' 1"x6" DECKING WITH / / S14C PACING (TYP-) 3/4' SPACING (TYP 16"60.C. IST 2"x8" FRAME DECK 3/4" HDPE 14"GALV. CARRIA( FRAMING WATER LINE ELECTRIC CONDUIT 2"x6' SKID BOLTS (TYP) 3/4" DIA. GALV. 2"x8' EACH 3, '-6' , HANDRAIL EL — 1/2"x20" MARINE IFS --moi' BOLT (TYP.) SIDE OF PILE 10"x20" CONTINUOUS PLYWOOD 3'x8" CROSS STYROFOAM 3/4' CARRIAGE POSTS BRACING (TYP) » NOTE: ALL WOOD TO BE NON -LEACHING BOLT (TYP.) STEEL PROPOSED 12 / DOCK WASHERS BRACING (TYP) HELICAL ANCHOR PRESSURE TREATED. AT RAMP TO PILES BELOW MHW 39' LONG. RAMP DETAIL 8 PREVENT ICE » PILES TRANSVERSE SECTION DECK TO RAMP CONNECTION DETAIL SCALE: NONE DAMAGE TYPICAL PIER SECTION ABOVE MHW TIME F AT 11ON SCALE: NONE (OPTIONAL) SCALE: NONE 30' LONG SCALE: NONE GIRDER 2"x6" SKID 2"x6" JOIST 16' O.C. 2.6' SHED PATIO Oyu, � oyw 17.3' WOOD FRAME HOUSE #4 STOOP w on. Oy��\ Oyk, CHIMNEY BENCHMARK: TOP OF WALL ELEVATION 8.8 (MLW DATUM) \ _�EpZIC RETAINING , COVERED irl Col � HANN G BRICK PATIO MALAN / 85.od 578 W •p3'10» �p PA�� " _,r, EDGE � LASE (40' WDE PRIVAtEi __nc OF PAM O 14" DIA. GALVANIZED STEEL 8'-0" 2"x10" FRAMING SECTION A—A PILE SLEEVE (TYP.)--12 O.C. SIDE 15' 12" DIA. PILE (TYP) MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866±S.F. GUIDE 3/4"0 I—BOLTS 4'-0' WITH 5' LONG ROD " » 8" DIA PILE GREENHEART W/THREADED ENDS PROPOSED RAMP 11'-0" 2x10 RAILING (OR EQUIVALENT) 12" DIA WOOD OR PILES BELOW MHW SYNTHETIC OPTIONAL 1"x6" DECKING HANDRAIL NYLON ROPE / 3/4" SPACING MATERIAL WITH BRACE POSTS 509 SEE THROUGH 1"x6" SIDE • GANGWAY g'_p• VISIBILITY I SIDE RAILS TO BE �� DECK RAIL (TYP.) • - 5» EVENLY SPACED 2"x2"x6' GUIDE 1"x6' DECKING » • • w 3 4" SPACING o -,;� 3 4' 2x8 STRINGE MAX' 1"x6" DECKING WITH / / S14C PACING (TYP-) 3/4' SPACING (TYP 16"60.C. IST 2"x8" FRAME DECK 3/4" HDPE 14"GALV. CARRIA( FRAMING WATER LINE ELECTRIC CONDUIT 2"x6' SKID BOLTS (TYP) 3/4" DIA. GALV. 2"x8' EACH 3, '-6' , HANDRAIL EL — 1/2"x20" MARINE IFS --moi' BOLT (TYP.) SIDE OF PILE 10"x20" CONTINUOUS PLYWOOD 3'x8" CROSS STYROFOAM 3/4' CARRIAGE POSTS BRACING (TYP) » NOTE: ALL WOOD TO BE NON -LEACHING BOLT (TYP.) STEEL PROPOSED 12 / DOCK WASHERS BRACING (TYP) HELICAL ANCHOR PRESSURE TREATED. AT RAMP TO PILES BELOW MHW 39' LONG. RAMP DETAIL 8 PREVENT ICE » PILES TRANSVERSE SECTION DECK TO RAMP CONNECTION DETAIL SCALE: NONE DAMAGE TYPICAL PIER SECTION ABOVE MHW TIME F AT 11ON SCALE: NONE (OPTIONAL) SCALE: NONE 30' LONG SCALE: NONE GIRDER 2"x6" SKID 2"x6" JOIST 16' O.C. 2.6' SHED PATIO Oyu, � oyw 17.3' WOOD FRAME HOUSE #4 STOOP w on. Oy��\ Oyk, CHIMNEY BENCHMARK: TOP OF WALL ELEVATION 8.8 (MLW DATUM) \ _�EpZIC RETAINING , COVERED irl Col � HANN G BRICK PATIO MALAN / 85.od 578 W •p3'10» �p PA�� " _,r, EDGE � LASE (40' WDE PRIVAtEi __nc OF PAM O TIMBER FLOAT SECTION SCALE: NONE PLYWOOD WITH BRACKETS -10"x20" CONTINUOUS STYROFOAM - TIMBER FLOAT DETAI CURRENT OWNER: CYNTHIA A. MEISNER 14" DIA. GALVANIZED STEEL 8'-0" 2"x10" FRAMING PARCEL- 27 PILE SLEEVE (TYP.)--12 O.C. SIDE 15' 12" DIA. PILE (TYP) MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866±S.F. GUIDE 1"x6" PRESSURE 1'x6" DECKING TREATED DECK AND BELIEF THAT THIS PLAN CONFORMS 2"x8" OR EQUIVALENT ��A FRAME s LAG BOLTS (TYP)—�' PROFESSIONAL LAND SURVEYOR DATE \ 14"GALV. CARRIAGE BOLTS (TYP) FRAMING TO BE REINFORCED WITH A NOTICE 1 2' 20' MARINE GALVANIZED SEATS PERMIT A PIER TIMBER FLOAT SECTION SCALE: NONE PLYWOOD WITH BRACKETS -10"x20" CONTINUOUS STYROFOAM - TIMBER FLOAT DETAI CURRENT OWNER: CYNTHIA A. MEISNER TITLE REFERENCE: BOOK 17564, PAGE 95 PLAN REFERENCE: BOOK 186, PAGE 33 ASSESSORS MAP: 25 PARCEL- 27 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 15' MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866±S.F. FEMA FLOOD ZONE "A-12" 7/2/92 ZONE DISTRICT. 250015 0006 D I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. ��A Iv. s PROFESSIONAL LAND SURVEYOR DATE PLAN TO ACCOMPANY A NOTICE OF INTENT TO PERMIT A PIER RAM P & FLOAT AT #4 TIDE LANE IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING PROPOSED CONDITIONS NOVEMBER 2, 2010 REVISIONS: NO. DATE DESC. 1. 5/4/11 ADDITIONAL TOPO. PREPARED FOR: KENNETH MEISNER 201 BACON STREET NATICK, MA 01760 F P BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2010 The BSC Group. Inc. SCALE: 1 " = 10' 0 1.25 2.5 5 MEYM 0 5 10 20 rfer PROJ. MGR.: C. FIELD FIELD: M.CREIGHTON/D.GAZZOLO/J. MCCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8673N01-3.DWG DWG. NO: 5552-03 SHEET 1 OF 1 JOB. NO: 4-8673.00 28 0 ti m M> Z 5 v m D D m LOCUS N z m � TIDE LA m 5"Ov DR' v S. S BSP N BASS NA TUN CKET SOUND RIVER BEACH LOCUS MAP: NOT TO SCALE i i i i J , QQ 3/4"0 I -BOLTS — NTH 5' LONG ROD W/THREADED ENDS 1"x6" DECKING / 3/4' SPACING DECK FRAMING p1ER 0 • \ J I � I J 3 q EXISTING F IER / FL04T N.' &/FLOAT/ 47 0 f .. I W I / It i I I /12" PILE WITH A J GALVANIZED STEEL SLEE Oil C2 . �- : •� i i .SDS � / PROPOSED ' FLOAT' 8'x20' '0 /RAMP 4'x14'" i PIEI/2' 4'x20' %/ S78.0310 W --- - / � ! Q' Li PROPOSED 3' WIDV EXISTING PIER &jl O�cr ��CI, / PUBLIC ACCESS / MLW=0.0' FLOAT TO BE �ATHWAY MHW=3.5' RELOCATED i / / HTL=3.7' ct / N/F p JOSEPH J FERRARA ASSESSORS MAP 4y PARCEL 26 1 % � F FLOOD ZONE "A-12"13 NGVD ELEV 13 MLW. �- I I 10 PROPOSED PROPOSED I I 3'x14' RAMP RELOCATED 5 PIER & FLOAT I I MHW 3.5 — : • — • PROPOSED LnL 8'x2 7-- MLW Or 1 i I SALT M -5 rLj_ — — — 7 1 A - I PILE (TYP) 12• DIA -15 20 PROPOSED RAMP 14'-0" WOOD OR SYNTHETIC MATERIAL WITH HANDRAIL BRACE 50% SEE THROUGH VISIBILITY tz�iM Nd vzj VA 3/4" CARRIAGE BOLT (TYP.) STEEL / DOCK WASHERS BRACING (TYP) DECK TO RAMP CONNECTION DETAIL SCALE: NONE xF.U0 *Z1 HANDRAIL POSTS 1, i �1 j ) N/F Oy / \ 1 I BONNIE JEAN BROWNING Ir ASSESSORS MAP 25 PARCEL 28 \ Dy w � " E 2p5t SHED "' 17.3' N 78.DO 03'10 .�� CHIMNEY - - 1 BENCHMARK: 20•t' TOP OF WALL ELEVATION 8.8 `. (MLW DATUM) IP 'I FND u / 1 � RTp1NING WAU- { PATIO ,r3s' COVERED E NAFI ENTRY CYNTHIA MEISNER �I ASSESSORS MAP 25 PARCEL 27 11,866±S.F. gITU 1 Z ' 42.7 w OR o• 29.1' WOODFRAME � HOpNGH HOE r,014 #4 w1TM RS n' o BRICK N PATIO GAS Ao.3 STOOP METER 0 10.6' VNNa -zo DOSDNG MADE -1 2.9' �i / g5.00 PROPOSED 8' DIA PILE —, -251 4'-----0--'��{{ 8" DIA PILE GREENHEART 2"x10" RAILING I (OR EQUIVALENT) 12" DIA OPTIONAL I PILES BELOW MHW /-POSTS NYLON ROPE GANGWAY 1"x6" SIDE I • SIDE RAILS TO BE RAIL (TYP.) • - 5• r EVENLY SPACED " " - DECK • • 2x2 x6 GUIDE 1"x6" DECKING WITH 2'x6" JOIST SPA2"x8" SYRINGE MAX. CING (TYP-) 3/4" SPACING (TYP 16" O.C. 3/4" HDPE WATER LINE ELECTRIC CONDUIT 3/4" DIA. GALV. 2"x8" EACH 2"x6" SKID �- WHEEL BOLT (TYP.) SIDE OF PILE 10"x20" CONTINUOUS- 3'x8" CROSS STYROFOAM BRACING (TYP) NOTE: ALL HELICAL ANCHOR PROPOSED 12' PRESSURE AT RAMP TO PILES BELOW MHW 39' LONG. RAMP DETAIL PREVENT ICE • TRA DAMAGE TYPICAL PIER SECTION 8 PILES ABOVE MHW TIMB SCALE: NONE (OPTIONAL) SCALE: NONE 30' LONG 1"x6" DECKING w/3/4" SPACING 2"x8" FRAME 14"GALV. CARRIAI BOLTS (TYP) 1/2"x20" MARINE PLYWOOD TO BE NON -LEACHING NONE 20'-0" 2"x6' SKID 2"x6" JOIST 16" O.C. EDGE OF X40' 00E pRIVAiEi DGE OF P pVEMENS 14" DIA. 8'-0" GALVANIZED STEEL 2"x10" FRAMING PILE SLEEVE (TYP.) 12" O.C. 12" DIA. PILE (TYP) GUIDE 1"x6' PRESSURE---"'. 1"x6" DECKING TREATED DECK 2"x8" OR EQUIVALENT FRAME ro LAG BOLTS 14"GALV. CARRIAGE FRAMING TO BE BOLTS (TYP) REINFORCED WITH 1/2"x20" MARINE GALVANIZED SEATS PLYWOOD WITH BRACKETS 77 10"x20" CONTINUOUS ia La_ STYROFOAM CURRENT OWNER: CYNTHIA A. MEISNER TITLE REFERENCE: BOOK 17564, PAGE 95 PLAN REFERENCE: BOOK 186, PAGE 33 ASSESSORS MAP: 25 PARCEL: 27 SECTION A SETBACKS: FRONT 30' SIDE 15' REAR 15' MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866±S.F. FEMA FLOOD ZONE "A-12" 7/2/92 ZONE DISTRICT: 250015 0006 D I CERTIFY TO THE BEST OF MY —, -251 4'-----0--'��{{ 8" DIA PILE GREENHEART 2"x10" RAILING I (OR EQUIVALENT) 12" DIA OPTIONAL I PILES BELOW MHW /-POSTS NYLON ROPE GANGWAY 1"x6" SIDE I • SIDE RAILS TO BE RAIL (TYP.) • - 5• r EVENLY SPACED " " - DECK • • 2x2 x6 GUIDE 1"x6" DECKING WITH 2'x6" JOIST SPA2"x8" SYRINGE MAX. CING (TYP-) 3/4" SPACING (TYP 16" O.C. 3/4" HDPE WATER LINE ELECTRIC CONDUIT 3/4" DIA. GALV. 2"x8" EACH 2"x6" SKID �- WHEEL BOLT (TYP.) SIDE OF PILE 10"x20" CONTINUOUS- 3'x8" CROSS STYROFOAM BRACING (TYP) NOTE: ALL HELICAL ANCHOR PROPOSED 12' PRESSURE AT RAMP TO PILES BELOW MHW 39' LONG. RAMP DETAIL PREVENT ICE • TRA DAMAGE TYPICAL PIER SECTION 8 PILES ABOVE MHW TIMB SCALE: NONE (OPTIONAL) SCALE: NONE 30' LONG 1"x6" DECKING w/3/4" SPACING 2"x8" FRAME 14"GALV. CARRIAI BOLTS (TYP) 1/2"x20" MARINE PLYWOOD TO BE NON -LEACHING NONE 20'-0" 2"x6' SKID 2"x6" JOIST 16" O.C. EDGE OF X40' 00E pRIVAiEi DGE OF P pVEMENS 14" DIA. 8'-0" GALVANIZED STEEL 2"x10" FRAMING PILE SLEEVE (TYP.) 12" O.C. 12" DIA. PILE (TYP) GUIDE 1"x6' PRESSURE---"'. 1"x6" DECKING TREATED DECK 2"x8" OR EQUIVALENT FRAME ro LAG BOLTS 14"GALV. CARRIAGE FRAMING TO BE BOLTS (TYP) REINFORCED WITH 1/2"x20" MARINE GALVANIZED SEATS PLYWOOD WITH BRACKETS 77 10"x20" CONTINUOUS ia La_ STYROFOAM CURRENT OWNER: CYNTHIA A. MEISNER TITLE REFERENCE: BOOK 17564, PAGE 95 PLAN REFERENCE: BOOK 186, PAGE 33 ASSESSORS MAP: 25 PARCEL: 27 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 15' MINIMUM LOT SIZE: 25,000 S.F. LOT AREA: 11,866±S.F. FEMA FLOOD ZONE "A-12" 7/2/92 ZONE DISTRICT: 250015 0006 D I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. OF � CRNOA �MM Z�g PROFESSIONAL LAND SURVEYOR DATE P LAN TO ACCOMPANY A NOTICE OF INTENT TO PERMIT A PIER RAM P & FLOAT AT #4 TIDE LANE IN YARMOUTH MAS SAC H U S ETTS (BARNSTABLE COUNTY) EXISTING PROPOSED CONDITIONS NOVEMBER 2, 2010 REVISIONS: NO. DATE DESC. PREPARED FOR: KENNETH MEISNER 201 BACON STREET NATICK, MA 01760 77 x4 BSC GROUP fi 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2010 The BSC Group, Inc. SCALE: 1' = 10' 0 1.25 2.5 5 M"M 0 5 10 20 rmr PROD. MGR.: C. FIELD FIELD: M.CREIGHTON/D.GAZZOLO/J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8673NOI.DWG DWG. NO: 5552-02 SHEEP 1 OF 1 JOB. NO: 4-8673.00