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HomeMy WebLinkAbout83-1852 - Bank Nourishment & Planting Plan - Profiles00225 20 15 10 C —5 u1 I 0+00 25 20 15 10 61 E 00 N to a) a} l0 w O O; 0+50 1+00 1+50 2+00 2+50 PROFILE 1 1"=20' Horizontal 1"= 4' Vertical FORMER DWELLING (NOW REMOVED) 25 20 15 10 5 0 -5 ......... r V ZONE - WAVES A ZONE - WAVES EXISTING GROUND / - _ - -EXISTING GRADE PROPOSED BANK / PROPOSED BANK STABALIZATION r �_ PROPOSED SONO PLANTINGS. / 100 YEAR SWEL PROPOSED BANK 3 SAND DRIFT FENCE 1V 1 y -...000PLANTINGS. 18t S.F. ® SECTION 10 ............................__................ MHW ELEV 2.7 NGVD ____ 100 YEAR SWEL 100 YEAR SWEL PROPOSED BANK 3y PROPOSED BANK TUBE (TYP.) SAND DRIFT 1 4 MLW ELEV -1.0 NGVD - , .� . .. .. . . . . . . . .. . . ... . . .. . . .. . . F _ .. L �'.................... Sat S.F. ®SECTION 25 20 15 10 61 E 00 N to a) a} l0 w O O; 0+50 1+00 1+50 2+00 2+50 PROFILE 1 1"=20' Horizontal 1"= 4' Vertical FORMER DWELLING (NOW REMOVED) 25 20 15 10 5 0 -5 Wh ^ 01 h WD n O nj iA n I 3+00 0+00 0+50 1+00 1+50 2+00 2+50 ......... r STReE� STRUCTURE V ZONE - WAVES A ZONE - WAVES / - _ - -EXISTING GRADE EXISTING GROUND r,.+ PROPOSED BANK PROPOSED BAN r �_ PROPOSED SONO STABALIZATI Nyy y -...000PLANTINGS. 10 ............................__................ STABILIZATION._ ____ 100 YEAR SWEL 100 YEAR SWEL PROPOSED BANK 3y PROPOSED BANK TUBE (TYP.) SAND DRIFT 1 4 66t S.F. 0 SECTION SOIL COMPATIBLE FILL FENCE 3:1 _ .. L �'.................... Sat S.F. ®SECTION ' 2' x 10' PT LANDING JOISTS .MHW TOTAL FILL PROPOSED - -- ` ` yyy y = 340t CYDS. MHW ELEV 2.7 NGVD „MLW, ELEV �,,, IIIII,-1,0 NGVD MLW ELEV —� lA NGVD I. ....,, , . , . , . . . .. . . . .. , , . .. .. . . . .. . . . . Wh ^ 01 h WD n O nj iA n I 3+00 0+00 0+50 1+00 1+50 2+00 2+50 -5 N 00 O fV O) d 0; 01 1 O r r r r 0+00 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE 2 1"=20' Horizontal 1'= 4' Vertical (SCALES ELONGATED FOR CLARITY) PROFILE 3 1"=20' Horizontal 1 "= 4' Vertical PLANT PALETTE American Beachgross (throughout) Ammophilo breviligulata-ITL Culms of 2 per hole, 8" deep, 18" on center Bayberry (mid and upper area) Myrico pensyivanica-ITL Sweetfern (upper area) Comptonio peregrina-ITL 20....... ............................. . PROPOSED WALKOVER ......... r STReE� STRUCTURE N V ZONE - WAVE A ZONE - WAVES - _ - -EXISTING GRADE EXISTING GROUND / PROPOSED BAN PROPOSED SONO STABALIZATION PLANTINGS. 10 ............................__................ STABILIZATION._ 100 YEAR SWEL PROPOSED BANK TUBE (TYP.) 1 SAND DRIFT 3:1 SOIL COMPATIBLE FILL 2' x 4" PT RAILS FENCE _ .. L �'.................... Sat S.F. ®SECTION ' 2' x 10' PT LANDING JOISTS .MHW 2.7 - -- ` ` MHW ELEV 2.7 NGVD „MLW, ELEV �,,, IIIII,-1,0 NGVD -5 N 00 O fV O) d 0; 01 1 O r r r r 0+00 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE 2 1"=20' Horizontal 1'= 4' Vertical (SCALES ELONGATED FOR CLARITY) PROFILE 3 1"=20' Horizontal 1 "= 4' Vertical PLANT PALETTE American Beachgross (throughout) Ammophilo breviligulata-ITL Culms of 2 per hole, 8" deep, 18" on center Bayberry (mid and upper area) Myrico pensyivanica-ITL Sweetfern (upper area) Comptonio peregrina-ITL 20....... ............................. . PROPOSED WALKOVER ......... r STReE� STRUCTURE N O 15 ......... .. ......... ....... ....... - _ - -EXISTING GRADE TEMPORARY SANDDRIFT_ - PROPOSED SONO FENCE FOR BANK 10 ............................__................ STABILIZATION._ TUBE (TYP.) 2' x 4" PT RAILS 5: ........................ _ .. L �'.................... ' 2' x 10' PT LANDING JOISTS .MHW 2.7 - -- ` ` DAn?Jf J. 0.00 O fV 0+00 G+25 NOTES: 1. 2 x 10 PRESSURE TREATED WOOD FRAMING WITH GALVANIZED BRACKETS AND HANGERS. 2. 4 FOOT WADE STAIRS WITH 42" HIGH RAILING. TOP RAIL TO BE 2" x 4" SANDED SMOOTH. 3. 2" x 6" PRESSURE TREATED WOODEN DECKING WITH 3/4" SPACING. 4. 2" x 12" PRESSURE TREATED WOOD STRINGERS - BOLTED TO POSTS WITH GALVANIZED NUTS do BOLTS. 5. STAIR TREADS 12 INCH RUN. B INCH RISERS. S. 4" X V PRESSURE TREATED POSTS SET ON 12" DIA. CONCRETE SONO TUBE FOOTINGS TO BE 48" MIN. DEPTH WITH GALVAMZED BRACKETS. 7. STAIR SECTIONS TO BE BOLTED TO POSTS TO ALLOW REMOVAL PRIOR TO SEVERE STORMS. 0+50 0+75 STAIR PROFILE 1"=10' Horizontal 1"= 10' Vertical LANDING ELEV-14.5 g� rF W in 1+00 CMI REVISIONS: NO. DATE DESC. ='o+��tH o►,v�a6'ry� c . CRAIG A FIELD `.. No. 38033 w2v PROFES IONAL LAND SURVEYOR DATE PLAN OF COASTAL STABILIZATION TO ACCOMPANY A NOTICE OF INTENT (NOI) #911 GREAT ISLAND ROAD IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED COASTAL BANK NOURISHMENT & PLANTING PLAN FEBRUARY 6. 2009 PREPARED FOR: DEWEY AWAD C/O MOREHOUSE MACDONALD ASSOC. 3 BOW STREET LEXINGTON, MA 02420 BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2008 The BSC Group, Inc. SCALE: 1" = 20' H PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / N. MERCIER CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8858-NOI.DWG DWG. NO: 5647-06 JOB. NO: 4-8858.00 1 SHEET 2 OF 2 r a N O 0+00 G+25 NOTES: 1. 2 x 10 PRESSURE TREATED WOOD FRAMING WITH GALVANIZED BRACKETS AND HANGERS. 2. 4 FOOT WADE STAIRS WITH 42" HIGH RAILING. TOP RAIL TO BE 2" x 4" SANDED SMOOTH. 3. 2" x 6" PRESSURE TREATED WOODEN DECKING WITH 3/4" SPACING. 4. 2" x 12" PRESSURE TREATED WOOD STRINGERS - BOLTED TO POSTS WITH GALVANIZED NUTS do BOLTS. 5. STAIR TREADS 12 INCH RUN. B INCH RISERS. S. 4" X V PRESSURE TREATED POSTS SET ON 12" DIA. CONCRETE SONO TUBE FOOTINGS TO BE 48" MIN. DEPTH WITH GALVAMZED BRACKETS. 7. STAIR SECTIONS TO BE BOLTED TO POSTS TO ALLOW REMOVAL PRIOR TO SEVERE STORMS. 0+50 0+75 STAIR PROFILE 1"=10' Horizontal 1"= 10' Vertical LANDING ELEV-14.5 g� rF W in 1+00 CMI REVISIONS: NO. DATE DESC. ='o+��tH o►,v�a6'ry� c . CRAIG A FIELD `.. No. 38033 w2v PROFES IONAL LAND SURVEYOR DATE PLAN OF COASTAL STABILIZATION TO ACCOMPANY A NOTICE OF INTENT (NOI) #911 GREAT ISLAND ROAD IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED COASTAL BANK NOURISHMENT & PLANTING PLAN FEBRUARY 6. 2009 PREPARED FOR: DEWEY AWAD C/O MOREHOUSE MACDONALD ASSOC. 3 BOW STREET LEXINGTON, MA 02420 BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2008 The BSC Group, Inc. SCALE: 1" = 20' H PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / N. MERCIER CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8858-NOI.DWG DWG. NO: 5647-06 JOB. NO: 4-8858.00 1 SHEET 2 OF 2