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HomeMy WebLinkAbout83-1852 - Bank Nourishment & Planting Plan005INSTALL JUTE NETTING FROM TOP OF FIBER ROLL TO TOP OF COASTAL BANK OVER NEW BEACH COMPATIBLE FILL SECURE ROLLS WITH -- "FORESIGHT 88" DUCKBILL ANCHORS CONNECTED TO }" GALVANIZED STEEL CABLES O 4' O.C.: CONNECTR CABLES WITH CRIMPED COPPER SLEEVES. (TYP.) FIBRE ROLL DESIGN AND LOCATION BY WILKINSON ECOLOGICAL DESIGN. (508) 255-1113 dikaN SOIL FILTER FABRIC NOT TO SCALE ALL 4 FIBER 20 DIA COIR FIBER ... � ■ All LOT 92 N/F MALCOME G. CHACE ASSESSORS MAP ,3 PARCEL 4.1 \ \ \ \ BENCH MARK: TOP \ WITH A BRASS DISCRETEK OUND ELEV.-21.11 NGVD 1929 'VO F 1� 1 � -i Iw 0ct ' / /4 ♦ �� r TCB -A / 1 h a// �:TCEI-B 1 TCB -C 1 B O 9s � x N �J TCB 0 1*' ✓ �� ` \ CB-tE l o y B ER CB -F `� sr < h o l TCB BOULDER til � (gyp i L- X EXISTING HOUSE UNDER CONSTRUCTION T.O.F. - 19.7 GARAGE ar ILCifll Sound �dpr/Rp b O a 4 LOCUS \ NOT TO SCALL *41 \ \ LOT 17 r R SFO 90. \ N/F8Q 00 \ DEWEY& MARGARET AWAD ASSESSORS MAP 3 PARCEL 3 88,171 *S.F. 2.0 ACRES C/ I /BULKHEAD 00 0 / ' I 'o. r LOT ARNOLD B. CHACE ASSESSORS MAP 3 1 PARCEL 2 rte, 'moi i sol y stn r B -I won , Now r' l ? �E C QLD ZONE e � *41 EXISTING BOULDER NOTES 1. THE PURPOSE OF THIS PLAN IS TO PERMIT THE PLACEMENT OF FOUR 20" COIR FIBER ROLLS ON THE COASTAL BANK TO STABILIZE THE COASTAL BANK. 2. ELEVATIONS DEPICTED ON THIS PLAN ARE BASED ON THE NGVD 1929 DATUM. 3. COASTAL WETLAND RESOURCE AREAS WERE DELINEATED IN THE FIELD BY NORMAN HAYES P.W.S. 4. THE VIEW EASEMENTS, ZONE OF INFLUENCE, AND VIEW CORRIDOR WERE COMPILED FROM THE EXTENSION OF CHAPEL ROAD LAYOUT ON L.C. PLAN 4075-J, AND A GREAT ISLAND HOME OWNERS ASSOCIATION PLAN, BY SCHOFIELD BROTHERS INC. SCALE 1"-50'. 5. FLOOD ZONE LINES COMPILED FROM FEMA FLOOD MAPS AND TOPOGRAPHIC SURVEY PERFORMED BY THE BSC GROUP BETWEEN 7/27/05 AND 10/24/07. 6. MAP 250015 000ZONE 7 C DAICTED ON THIS PLAN TED 6/1177/86 AND FROMEACSITEI FLOOD SPECIFIC FLOOD ZOMPILED FROM FEMA ANALYSIS PERFORMED BY THE BSC GROUP, INC. 7. THE FLOOD ZONE LINES DEPICTED ON THIS PLAN HAVE BEEN REVIEWED BY THE TOWN OF YARMOUTH ZONING OFFICER WHO IS IN AGREEMENT WITH THE FORMULAS AND CALCULATIONS USED TO DEFINE THE FLOOD ZONES DEPICTED HEREON AND HAVE BEEN PREVIOUSLY APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. REVISIONS: 40. DATE DESC. 1_ 4/12/10 CONSERVATION COMMISSION EDITS uoise�wwop Uoigenaesuopylnow�e� I 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. CRAMS A. FIELD No.3G03o PROFESSIONAL LAND SURVEYOR DAT PLAN OF COASTAL STAB I LI ZATI 0 N TO ACCOMPANY U AMENDMENT OF AN ORDER OF CONDITIONS SE 83-1852 #911 GREAT ISLAND ROAD IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED COASTAI BANK NOURISHMEN' & PLANTING PLAN LARCH 17. 2010 PREPARED FOR: DEWEY AWAD C/O MOREHOUSE MACDONALD ASSC 3 BOW STREET LEXINGTON, MA 02420 L6a..!BSC GR, OU 349 Route 28, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2010 The BSC Group, Inc. SCALE: 1" - 20' 0 2.5 5 10 NEWS 0 10 20 40 Im PROJ. MGR.: C. FIELD FIELD: P. HAGIST CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8858-NOI.DWG DWG. NO: 5647-06 SHEET 1 OF JOB. NO: 4-8858.01 LOCUS INFORMATION LEGEND 50.9 X SPOT ELEVATION CURRENT OWNER: DEWEY do MARGARET AWAD C.B. ♦ CATCH BASIN DMH ® DRAINAGE MANHOLE TITLE REFERENCE CERT. 182034 SMH ® SEWER MANHOLE PLAN REFERENCE: LC. 4075-J TMH tD TELEPHONE MANHOLE LP LIGHT POLE ASSESSORS MAP: 3 UPL t UTILITY POLE / LIGHT PARCEL• 3 UPLT* UTILITY POLE / LIGHT do TRANSFORMER ZONING DISTRICT: R-87 (SPECIAL PERMIT DOC.#494719) UPT UTILITY POLE / TRANSFORMER SETBACKS: FRONT 25' UP4 UTILITY POLE SIDE 12' — W — OVERHEAD ELECTRIC LINE REAR 20' o EHH ELECTRIC HANDHOLE MINIMUM LAT SIZE: 10,000 S.F. O GMET GAS METER —G— GAS UNE EXISTING TOTAL LAT AREA: 88,171*S.F. 2.0 *ACRES M GAS GATE WG ® WATER GATE FEMA FLOOD •—W— WATER UNE ZONE DISTRICT. ZONE V-9, ZONE A 4: ZONE C PANEL 250015 0007 C DATED 6/17/86 OVERLAY DISTRICT: NOT IN A ZONE II NOTES 1. THE PURPOSE OF THIS PLAN IS TO PERMIT THE PLACEMENT OF FOUR 20" COIR FIBER ROLLS ON THE COASTAL BANK TO STABILIZE THE COASTAL BANK. 2. ELEVATIONS DEPICTED ON THIS PLAN ARE BASED ON THE NGVD 1929 DATUM. 3. COASTAL WETLAND RESOURCE AREAS WERE DELINEATED IN THE FIELD BY NORMAN HAYES P.W.S. 4. THE VIEW EASEMENTS, ZONE OF INFLUENCE, AND VIEW CORRIDOR WERE COMPILED FROM THE EXTENSION OF CHAPEL ROAD LAYOUT ON L.C. PLAN 4075-J, AND A GREAT ISLAND HOME OWNERS ASSOCIATION PLAN, BY SCHOFIELD BROTHERS INC. SCALE 1"-50'. 5. FLOOD ZONE LINES COMPILED FROM FEMA FLOOD MAPS AND TOPOGRAPHIC SURVEY PERFORMED BY THE BSC GROUP BETWEEN 7/27/05 AND 10/24/07. 6. MAP 250015 000ZONE 7 C DAICTED ON THIS PLAN TED 6/1177/86 AND FROMEACSITEI FLOOD SPECIFIC FLOOD ZOMPILED FROM FEMA ANALYSIS PERFORMED BY THE BSC GROUP, INC. 7. THE FLOOD ZONE LINES DEPICTED ON THIS PLAN HAVE BEEN REVIEWED BY THE TOWN OF YARMOUTH ZONING OFFICER WHO IS IN AGREEMENT WITH THE FORMULAS AND CALCULATIONS USED TO DEFINE THE FLOOD ZONES DEPICTED HEREON AND HAVE BEEN PREVIOUSLY APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. REVISIONS: 40. DATE DESC. 1_ 4/12/10 CONSERVATION COMMISSION EDITS uoise�wwop Uoigenaesuopylnow�e� I 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. CRAMS A. FIELD No.3G03o PROFESSIONAL LAND SURVEYOR DAT PLAN OF COASTAL STAB I LI ZATI 0 N TO ACCOMPANY U AMENDMENT OF AN ORDER OF CONDITIONS SE 83-1852 #911 GREAT ISLAND ROAD IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED COASTAI BANK NOURISHMEN' & PLANTING PLAN LARCH 17. 2010 PREPARED FOR: DEWEY AWAD C/O MOREHOUSE MACDONALD ASSC 3 BOW STREET LEXINGTON, MA 02420 L6a..!BSC GR, OU 349 Route 28, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2010 The BSC Group, Inc. SCALE: 1" - 20' 0 2.5 5 10 NEWS 0 10 20 40 Im PROJ. MGR.: C. FIELD FIELD: P. HAGIST CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8858-NOI.DWG DWG. NO: 5647-06 SHEET 1 OF JOB. NO: 4-8858.01