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Home My WebLink About83-1771 - Site Plan 2Gc _c-TG�vE' /'FYFT/+�EJv 7- -4 J C 3 �xD p� C � TD RF/�1ACE F.1 -QST. Car�C .FTE_ 1ni/SLG I /?NG SI,%ALL F/j, �-rci•.�E /"/P ��?�f' <FE' G/' 2oI ,si 51 a ty i I n7,�i,vn,f70£ L.nc non/ O/L!Y/S///b C'uG c?C'� C nE< 6* C Q /�R [•n _^SED � r�.vg /'E vETmF/v T C`In I i ` P)P GOcuS h'7A, '-- „i 1. ELEVATIONS REFER TO NGVD. ELEVATION BENCH MARK IS THE CORNER OF // THE TIMBER PLATFORM WHERE SHOWN. TRANSFER ELEVATION PRIOR TO REMOVING THE PLATFORM TO DO THE WORK. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. I. LOCUS: SNUG HARBOR ROAD, MAP 91, PARCEL 1% J. PIAN REFERENCE: LCT 17WZ LOT 77; DEP WATERWAYS LIM,'CE PLAN MM1I 6. CONSTRUCTION ACCESS SHALL BE DIRECTLY FROM SNUG HARBOR ROAD. - S. "IE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OFTIrE STONE ARRAY. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION ' ALRIIORTFTM - 6. A WORK LIMIT SHALL BE STAKED, FLAGGED TO PREVENT ANY ACTIVITY SOUTH OF THE EXISTING RIP -RAP WITH NO RELATED ACTIVITY OCCURRING BEYOND THE WORK LUHIT. 7. ALL ARMOR STONE. AND BEDDING STONE SHALL BE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS, ORGANICS OR FINES SUCH AS SILT OR CLAY. RE -USE ANY EXISTING STONES MEETING PROPOSED SPECIFICATIONS. S. EXISTING CONCRETE SEGMENTS AND OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH SOLID WASTE HANDLING REGULATIONS 9. FILTER CLOTH SHALL BE MIRAFI 600X OR EQUAI� ONE LAYER WI MIN, 6 FT. /19f?nur+.00E C�GOON OVERLAP. .- HL BEDDLNGSTONESIL4LILBEOFGRA-*4MCSTONE,4TOBLNCHPSDIAMETERA MINIMUM OF I FT. TICK LAYER T[OnIL [ C ) ARMOR STONES SHALL BE OFNATTVE GRANITE BOULDERS AS SPECIFIED FOR WEIGHT ON THE TYPICAL PROFILE DETAIL SELECT PRIMARILY UNIFORM, (NON-ELONGATED) ANGULAR STONE SHAPES. PLACESTONESFOR MAXIMUM STABILITY SUBJECT TO REVIEW AND INSPECTION BY CAPE COD ENGINEERING, INC ALL ARMOR STONES SHALL. FIRMLY CONTACT THE BED STONES ANDALL ARMOR STONES DIRECTLY ADJACENT. FACE ROUGHNESS SHALL BE ON A SCALE OF SS FT. 12. INCIDENTAL CAPS AND SPACES WTIRLN THE ARM(;R STONE FACE SHALL BE 'FILLED AND MTED (CHINKED) WITH TILE LARGEST STONE TAILINGS THAT CAN BE MIND FITTED TO EACH SPACE: APPROX.6 INCH TO 12 INCH ANG LIAR ' STONE NO DUMPING OF STONE CHIPS ONTO THE STONE FACE WILL BE PERMITTED. q. _lS ' 'oil NORTHERN BAYBERRY, AND BEACH PLUM SHALL, HE PLANTED TO REVEGETA'TE THE SPECIFIC SHOULDER AND BANK AREA IC OTHER DISTURBED EARTH AREAS NEARER TO THE PLATFORM AND NEW SLOPE AREA ABOVE THE COMPLETED STONE ARRAY ON TIE BANK SHALL RE LYFENSIVELY (12.O.GI PLANTED WITH AMERICAN BEACH GRASS AND OTHER COASTAL HARDY GRASSES - - 1S REMAINING EXCESS BOULDERS AND BEDDING STONE SHALL BE REMOVED Lf]NQIYF op Tn£ FROM THE AREA UPON COMPLETION. IT IS ADVISED TO CONTAIN CHIPS AND BEDDING MATERIAL DURING THE WORK EFFORT WITH A STEEL BUN OR - ; LCC/J TiCN OTHER SUITABLE CONTAINMENT DEVICE. - 14L EXISTING PLATFORM AND RAMP SHALL BE REMOVED AS NEEDED \ to S SNC +vw TEMPORARILY FOR THE WORK EFFORT. REFITTING OF THE PLATFORM - POSTS OVER THE NEW STONE FACE IS REQUIRED FOR PROPER ( REPLACEMENT. PROVIDE APPROPRIATE. SKILLED LABOR TO ACCOMPLISH THE PLATFORM MODIFICATIONS CONSULT CAPE COD ENGINEERING, INC �JNO n-crr [c �a ePOsFp FOR ATTACHMENT DESIGN OPTIONS FOR TIE STONE FACE H7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO so �T-f/ of rvir .0-LivE RESEMBLE T T, PRE -CONSTRUCTION CONTOUR AND CONDITION, STONES i i To ARCTECT s -/71 -7- -/7GTPv VEHICLE TO THE BANK THERE SHALL BE NO DUMPING OF ANY MATERIAL ANYWHERE NEAR THE STREET PAVEMENT. - IB. CONTRACTOR SHALL OBTAIN AND KEEP ONSITE A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YAP -MOUTH CONSERVATION "'47 - COMMISSION.,. //r IV v 2oI ,si 51 a ty i I n7,�i,vn,f70£ L.nc non/ O/L!Y/S///b C'uG c?C'� C nE< 6* C Q /�R [•n _^SED � r�.vg /'E vETmF/v T C`In I i ` P)P GOcuS h'7A, '-- TOPOGRAPHIC SITE PLAN SHOWING PROPOSED BANK STABILIZING MEASURES AT , SNUG HARBOR DRIVE SOUTH YARMOUTH, MA ASSESSORS' MAP 91, PARCFL 196 PREPARED FOR - RAY LANVTON OCTOBER 25, 2006 SCALE - 1" -10' PREPARED BY CAPE COD ENGINEERING, INC, ROBERT M. PERRY, PE P.O. BOX 1517; EAST DENNIS, MA 02641 TEL - 508-385-1445 I CONSTRUCTION NOTES 1. ELEVATIONS REFER TO NGVD. ELEVATION BENCH MARK IS THE CORNER OF THE TIMBER PLATFORM WHERE SHOWN. TRANSFER ELEVATION PRIOR TO REMOVING THE PLATFORM TO DO THE WORK. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. I. LOCUS: SNUG HARBOR ROAD, MAP 91, PARCEL 1% J. PIAN REFERENCE: LCT 17WZ LOT 77; DEP WATERWAYS LIM,'CE PLAN MM1I 6. CONSTRUCTION ACCESS SHALL BE DIRECTLY FROM SNUG HARBOR ROAD. - S. "IE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OFTIrE STONE ARRAY. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION ' ALRIIORTFTM - 6. A WORK LIMIT SHALL BE STAKED, FLAGGED TO PREVENT ANY ACTIVITY SOUTH OF THE EXISTING RIP -RAP WITH NO RELATED ACTIVITY OCCURRING BEYOND THE WORK LUHIT. 7. ALL ARMOR STONE. AND BEDDING STONE SHALL BE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS, ORGANICS OR FINES SUCH AS SILT OR CLAY. RE -USE ANY EXISTING STONES MEETING PROPOSED SPECIFICATIONS. S. EXISTING CONCRETE SEGMENTS AND OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH SOLID WASTE HANDLING REGULATIONS 9. FILTER CLOTH SHALL BE MIRAFI 600X OR EQUAI� ONE LAYER WI MIN, 6 FT. /19f?nur+.00E C�GOON OVERLAP. .- HL BEDDLNGSTONESIL4LILBEOFGRA-*4MCSTONE,4TOBLNCHPSDIAMETERA MINIMUM OF I FT. TICK LAYER T[OnIL [ C ) ARMOR STONES SHALL BE OFNATTVE GRANITE BOULDERS AS SPECIFIED FOR WEIGHT ON THE TYPICAL PROFILE DETAIL SELECT PRIMARILY UNIFORM, (NON-ELONGATED) ANGULAR STONE SHAPES. PLACESTONESFOR MAXIMUM STABILITY SUBJECT TO REVIEW AND INSPECTION BY CAPE COD ENGINEERING, INC ALL ARMOR STONES SHALL. FIRMLY CONTACT THE BED STONES ANDALL ARMOR STONES DIRECTLY ADJACENT. FACE ROUGHNESS SHALL BE ON A SCALE OF SS FT. 12. INCIDENTAL CAPS AND SPACES WTIRLN THE ARM(;R STONE FACE SHALL BE 'FILLED AND MTED (CHINKED) WITH TILE LARGEST STONE TAILINGS THAT CAN BE MIND FITTED TO EACH SPACE: APPROX.6 INCH TO 12 INCH ANG LIAR ' STONE NO DUMPING OF STONE CHIPS ONTO THE STONE FACE WILL BE PERMITTED. q. _lS AT THE LOCATION WHERE THE TREES ARE AFFECTED, SHORE JUNIPER, NORTHERN BAYBERRY, AND BEACH PLUM SHALL, HE PLANTED TO REVEGETA'TE THE SPECIFIC SHOULDER AND BANK AREA IC OTHER DISTURBED EARTH AREAS NEARER TO THE PLATFORM AND NEW SLOPE AREA ABOVE THE COMPLETED STONE ARRAY ON TIE BANK SHALL RE LYFENSIVELY (12.O.GI PLANTED WITH AMERICAN BEACH GRASS AND OTHER COASTAL HARDY GRASSES - - 1S REMAINING EXCESS BOULDERS AND BEDDING STONE SHALL BE REMOVED FROM THE AREA UPON COMPLETION. IT IS ADVISED TO CONTAIN CHIPS AND BEDDING MATERIAL DURING THE WORK EFFORT WITH A STEEL BUN OR OTHER SUITABLE CONTAINMENT DEVICE. - 14L EXISTING PLATFORM AND RAMP SHALL BE REMOVED AS NEEDED ' TEMPORARILY FOR THE WORK EFFORT. REFITTING OF THE PLATFORM - POSTS OVER THE NEW STONE FACE IS REQUIRED FOR PROPER REPLACEMENT. PROVIDE APPROPRIATE. SKILLED LABOR TO ACCOMPLISH THE PLATFORM MODIFICATIONS CONSULT CAPE COD ENGINEERING, INC FOR ATTACHMENT DESIGN OPTIONS FOR TIE STONE FACE H7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE T T, PRE -CONSTRUCTION CONTOUR AND CONDITION, STONES FOR THE WORK SHALL BE INDHVTDUALLY LADED FROM THE DEI.IVERY VEHICLE TO THE BANK THERE SHALL BE NO DUMPING OF ANY MATERIAL ANYWHERE NEAR THE STREET PAVEMENT. - IB. CONTRACTOR SHALL OBTAIN AND KEEP ONSITE A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YAP -MOUTH CONSERVATION COMMISSION.,. TOPOGRAPHIC SITE PLAN SHOWING PROPOSED BANK STABILIZING MEASURES AT , SNUG HARBOR DRIVE SOUTH YARMOUTH, MA ASSESSORS' MAP 91, PARCFL 196 PREPARED FOR - RAY LANVTON OCTOBER 25, 2006 SCALE - 1" -10' PREPARED BY CAPE COD ENGINEERING, INC, ROBERT M. PERRY, PE P.O. BOX 1517; EAST DENNIS, MA 02641 TEL - 508-385-1445 I