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HomeMy WebLinkAbout83-1672 - Plan of Land002ELECT TELEPHONE LINE (CAPE AND VINEYARD ELECTRIC R.O.W. EASEMENT - SEE LAND COURT PLAN) p'fk / , - - f�e ODED BEACH AREA TO BE NOURISHED (400* S.F.) f 1 16' FIBER ROLL / USED TO STABILIZE / f ERODING INLAND BANK f f (LENGTH=95'*) /4j 7 4-/- r �/ Qi v / v /✓ U I z l off` 10a DECK t � IF f lr ( ! 1 ' < / 16 IFIBER ROLL. 1' ' ODED BEACH AREA TO ! USED TO STABILIZE 1 BE NOURISHED (100* S.F.) o ERODING INLAND— j C BANK (LENGTH=35*) 1 3 " J - r T 7 I T ON UPSIDE OF FIBER ROLL, SAND SHALL BE PLACED AND PLANTED WITH AMERICAN BEACH GRASS, PLANTED 18" ON CENTER, 8" DEEP NTH 2 CULMS PER HOLE. 16" FIBER ROLL (2 OR 3 AS NEEDED PER BANK HEIGHT) STAKED 48. O.C. WITH 48"x 1'x I" GROOVED OAK STAKES & 4' REBAR (1/2') N1TH DRILL HOLES AT THE TOP FOR FASTENING STAKES &NYLON ROPE COASTAL BEACH N/F ERNEST P. DAVIDOW TRS. ASSESSORS MAP 14 PARCEL 3 AMERICAN BEACH GRASS 1/8" NYLON ROPE TIE-IN TO REBAR ELEV. VARIES :-_ 16" FIBER ROLL (TYP) 4ZEXISTING FILL% I 1/2 O x 4' REBAR (TYP) DUNE -z- All STAKE II I I I U CROSS—SECTION FIBER ROLL DETAIL SCALE: NONE 1 STAIRS DECK EXISTING DWELLING w0._I'I'ALL N/F ROBERT E. GRIFFIN & JUDY M. ZEHENTNER ASSESSORS MAP 14 PARCEL 4 25,098±S.F. - ►I- 1/2' DIA. REBAR DRILL HOLE TO ACCEPT 1/8" NYLON ROPE (TIE-IN) REBAR DETAIL 4'x1"x1" STAKED GROVED TO ACCEPT 1/8" NYLON ROPE (TIE-IN) STAKE DETAIL BENCHMARK: TOP OF CONCRETE BOUND ELEVATION 8.37' (MLW) CB/DH FND 0 LOCUS INFORMATION CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: MINIMUM LOT SIZE: EXISTING TOTAL LOT AREA: FEMA FLOOD ZONE DISTRICT: OVERLAY DISTRICT: ROBERT E. GRIFFIN & JUDY M. ZEHENTNER CERT. #158001 L.C. 14426-H 14 4 R-25 FRONT 30' SIDE 15' REAR 20' 25,000 S.F. 25,098±S.F. ZONE Al2 (ELEV. 10) NOT IN A ZONE II NOTE: 1. ELEVATIONS BASED ON A MLW DATUM. 2. TIDE ELEVATIONS BASED ON THE NOAA TIDE TABLES EAST COAST NORTH & SOUTH AMERICA 2002. �,SH DF,a4S �g DAVID J. CRISPIN CML N 32112 yam, i5 •�% DAVID RISPIN DATE PROF SSIONAL ENGINEER PLAN OF LAND SHOWING FIBER ROLL 28 N IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUM CONSERVATION FILING 28 REVISIONS: NO. DATE DESC. 1 05/11/04 ADDED FIBER ROLL RETURN 2 05/19/04 REV. FIBER ROLL RETURN II 1 i o EW1S j- / LEW1S BAY POND Q t fi - � x � ROBERT E. GRIFFIN LOCUS 3E G p VLL PALISADES, NY �i (t ` �� JAMES LN MCGOVERN R Norwell, Massachusetts J=,¢ ASSESSORS MAP 14 PARCEL 5 © 2004 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Feer (f� / _ SHEEP 1 OF 1 ��O NANTUCKET SOUND .0. LOCUS l v / 19 0. \ NOT TO SCALE DEPT' WATERWAYS / 4 LICENSE #3009 4v (DATED 05-,22-92)'-- f r %J p'fk / , - - f�e ODED BEACH AREA TO BE NOURISHED (400* S.F.) f 1 16' FIBER ROLL / USED TO STABILIZE / f ERODING INLAND BANK f f (LENGTH=95'*) /4j 7 4-/- r �/ Qi v / v /✓ U I z l off` 10a DECK t � IF f lr ( ! 1 ' < / 16 IFIBER ROLL. 1' ' ODED BEACH AREA TO ! USED TO STABILIZE 1 BE NOURISHED (100* S.F.) o ERODING INLAND— j C BANK (LENGTH=35*) 1 3 " J - r T 7 I T ON UPSIDE OF FIBER ROLL, SAND SHALL BE PLACED AND PLANTED WITH AMERICAN BEACH GRASS, PLANTED 18" ON CENTER, 8" DEEP NTH 2 CULMS PER HOLE. 16" FIBER ROLL (2 OR 3 AS NEEDED PER BANK HEIGHT) STAKED 48. O.C. WITH 48"x 1'x I" GROOVED OAK STAKES & 4' REBAR (1/2') N1TH DRILL HOLES AT THE TOP FOR FASTENING STAKES &NYLON ROPE COASTAL BEACH N/F ERNEST P. DAVIDOW TRS. ASSESSORS MAP 14 PARCEL 3 AMERICAN BEACH GRASS 1/8" NYLON ROPE TIE-IN TO REBAR ELEV. VARIES :-_ 16" FIBER ROLL (TYP) 4ZEXISTING FILL% I 1/2 O x 4' REBAR (TYP) DUNE -z- All STAKE II I I I U CROSS—SECTION FIBER ROLL DETAIL SCALE: NONE 1 STAIRS DECK EXISTING DWELLING w0._I'I'ALL N/F ROBERT E. GRIFFIN & JUDY M. ZEHENTNER ASSESSORS MAP 14 PARCEL 4 25,098±S.F. - ►I- 1/2' DIA. REBAR DRILL HOLE TO ACCEPT 1/8" NYLON ROPE (TIE-IN) REBAR DETAIL 4'x1"x1" STAKED GROVED TO ACCEPT 1/8" NYLON ROPE (TIE-IN) STAKE DETAIL BENCHMARK: TOP OF CONCRETE BOUND ELEVATION 8.37' (MLW) CB/DH FND 0 LOCUS INFORMATION CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: MINIMUM LOT SIZE: EXISTING TOTAL LOT AREA: FEMA FLOOD ZONE DISTRICT: OVERLAY DISTRICT: ROBERT E. GRIFFIN & JUDY M. ZEHENTNER CERT. #158001 L.C. 14426-H 14 4 R-25 FRONT 30' SIDE 15' REAR 20' 25,000 S.F. 25,098±S.F. ZONE Al2 (ELEV. 10) NOT IN A ZONE II NOTE: 1. ELEVATIONS BASED ON A MLW DATUM. 2. TIDE ELEVATIONS BASED ON THE NOAA TIDE TABLES EAST COAST NORTH & SOUTH AMERICA 2002. �,SH DF,a4S �g DAVID J. CRISPIN CML N 32112 yam, i5 •�% DAVID RISPIN DATE PROF SSIONAL ENGINEER PLAN OF LAND SHOWING FIBER ROLL INSTALLATION #347 GREAT ISLAND ROAD IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUM CONSERVATION FILING APRIL Ol , 2004 REVISIONS: NO. DATE DESC. 1 05/11/04 ADDED FIBER ROLL RETURN 2 05/19/04 REV. FIBER ROLL RETURN PREPARED FOR: ROBERT E. GRIFFIN 2 JUSTIN COURT PALISADES, NY 10964-1511 SC GROUP 384 Washington Street Norwell, Massachusetts 02061 781 659 7981 © 2004 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Feer FILE: Baseplan\6169-EXC DWG. NO: 4528-01 SHEEP 1 OF 1 JOB- N0: 4-6169.00