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HomeMy WebLinkAbout83-1827 - Proposed ConditionsFLOAT' 'srf" r Jx`C,-H____L--SAN 7r1wry , - I1'i _ I yr _... .. -. _'► I `� 1W tn - EXISTING 6'x48'FLOAT �Vf °L _ LICENSE #11941 TO EBB PARKERS RIVER ` ("DAL) FLOOD EXISTING-, CANTII-y�ERED DECK' -,.-,,-,..EXISTING F LOf• � AI.�P �_.WOODEN BULKHEAD CH A PTER i I_3CE sF,. CICS �--E_ REPLACED ,.w. ^,§ TED 16 7/ 7..-,PROP.O'SE-D- T -4P- BULKHEAil f3 PROPOSED TB r V;� TO REMAIN `i; ( ) ELEV.= 7.0 BULKEAD TO TIE INTO EXISTING VVI -)OD P'11 ,N;G t BULKHEAD @ VE) , 1 - A ML D r- IK ° BENCH MARK: .;SIS ivy'. ^s TOP OF WOODEN STAKE J moi' - �Fc -a--- SET FLUSH EL. -6.65 MLW ;�' G� N85 9'10"W 81.00' 1 a. �>JDL BULK, LAID OfZ to O Lei. N /F ,o Y c o wANTHONY J. CAM PAGNA o Z Z) +� _.f O 0 (n SII o Q w z v "� = PROPOSED TIE -BACKS o w NU CECT; @ 10' OC (TYP.) o Q 0 0 , HELICAL SCREW ;v z CA ANCHORS OR 0 w APPROVED EQUAL z r x1'~' _ , I _SNEE i,+,11Jr J r- ,� �Ir � iST;3�1i� max.. EXIST'lNG. vVOOD ERAI,,4E r� c�A��E OUSE WOOD i, r�, !SF" H0liSE \k\ \\%,,,,..... PROPOSED PLAN VIEW SCALE: 1"=10* 10 b" [a] 2"X 12" PRESSURE TREATED (P.T.) CAP PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER PROPOSED FILTER FABRIC - EXISTING GRAVEL APRON TO REMAIN-� M PROPOSED TIE -BACK ANCHORS ® 10' OC (HELICAL SCREW ANCHORS) PROPOSED BOTTOM ELEVATION OF VINYL SHEET PILING- -5.0't SEPG\lGll_ BEpASS NANTUCKET SOUND / RIVER BEACH LOCUS MAP NOT TO SCALE PROPOSED VINYL SHEET PILING BULKHEAD - 7.0 PROPOSED 8"x8" P.T. OUTSIDE 6.0 WHALER HIGH TIDE LINE ELEV.= 3.9' �- PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) WHALER MEAN HIGH WATER ELEV.= 3.1' PROPOSED 3/4"0 MIN. GALVANIZED OR EPDXY COATED TIE -ROD OR SCREW -ROD, 10' O.C. (TYP) MLW ELEV.= 0.0' WALL TO BE REPLACED IN KIND IN THE SAME FOOTPRINT AND SAME ELEVATION. TIE ROD HELICAL ANCHOR DETAIL GRADE= 6.5' ` y PROPOSED BULKHEAD, TOP ELEV.= 7.0' MHW PROPOSED VINYL MLW HELICAL SHEET EXISTIN ...., ..,r, nu r- r C)AnC %L i CrVIL C DAVID . CRISPIN DATE PROFESSIONAL ENGINEER PLAN TO m m D Do N O O co I Z SOUTH YARMOUTH MASSACHUSETTS M D< T0 MARCH 26, 2008 REV SIONS: NO. N cmzm DESC. C LOCU S• PREPARED FOR: SEPG\lGll_ BEpASS NANTUCKET SOUND / RIVER BEACH LOCUS MAP NOT TO SCALE PROPOSED VINYL SHEET PILING BULKHEAD - 7.0 PROPOSED 8"x8" P.T. OUTSIDE 6.0 WHALER HIGH TIDE LINE ELEV.= 3.9' �- PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) WHALER MEAN HIGH WATER ELEV.= 3.1' PROPOSED 3/4"0 MIN. GALVANIZED OR EPDXY COATED TIE -ROD OR SCREW -ROD, 10' O.C. (TYP) MLW ELEV.= 0.0' WALL TO BE REPLACED IN KIND IN THE SAME FOOTPRINT AND SAME ELEVATION. TIE ROD HELICAL ANCHOR DETAIL GRADE= 6.5' ` y PROPOSED BULKHEAD, TOP ELEV.= 7.0' MHW PROPOSED VINYL MLW HELICAL SHEET EXISTIN ...., ..,r, nu r- r C)AnC 0+00 0+10 0+20 SECTION A -A SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL 3"x8" INSIDE WHALER 8"x8" OUTSIDE PROPOSED WHALER INSIDE 0+30 3"x8"P.T. 8"x8"P.T. 11 T L HELICAL PROPOSED WHALER OUTSIDE SHORE GUARD ANCHOR 425 VIN VERTICAL SHORE GUARD BOLT 3/4"0 MIN. SHEET PIL NG BULKHEAD 425 VINYL HELICAL ANCHOR DETAIL SHEET PILING CROSS SECTION WHALERS/SHEET PILING PROPOSED VINYL SHEET PILE BULKHEAD SCALE: NONE %L i CrVIL C DAVID . CRISPIN DATE PROFESSIONAL ENGINEER PLAN TO ACCOMPANY A �A Lei Do N O O co I M M I 0+00 0+10 0+20 SECTION A -A SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL 3"x8" INSIDE WHALER 8"x8" OUTSIDE PROPOSED WHALER INSIDE 0+30 3"x8"P.T. 8"x8"P.T. 11 T L HELICAL PROPOSED WHALER OUTSIDE SHORE GUARD ANCHOR 425 VIN VERTICAL SHORE GUARD BOLT 3/4"0 MIN. SHEET PIL NG BULKHEAD 425 VINYL HELICAL ANCHOR DETAIL SHEET PILING CROSS SECTION WHALERS/SHEET PILING PROPOSED VINYL SHEET PILE BULKHEAD SCALE: NONE DWG. NO: 5877-02 — SHEET 2 OF 2 JOB. NO: 49317.00 %L i CrVIL C DAVID . CRISPIN DATE PROFESSIONAL ENGINEER PLAN TO ACCOMPANY A NOTICE OF INTENT AT 10 COMPASS DRIVE IN SOUTH YARMOUTH MASSACHUSETTS BARNSTABLE PROPOSED CONDITIONS MARCH 26, 2008 REV SIONS: NO. DATE DESC. PREPARED FOR: MICHAEL KEATING 10 COMPASS DRIVE SOUTH YARMOUTH, MA 02664 BSC GROUP 349 Route 28 Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2008 BSC Group, Inc. SCALE: AS SHOWN FILE: 9317-EXC2.DWG DWG. NO: 5877-02 — SHEET 2 OF 2 JOB. NO: 49317.00