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Home My WebLink About83-2057 - Site PlanHIGHBANK ROAD EDGE OF PAVEMENT EXISTING GUARDRAIL A=93.50' R=749.36' _ 12 10 - COASTAL BANK SEGMENT c SS \ SF' _ — oVENT \ — — l SYSTEM ` EW -5 .ANG \ \ °' \ S S I i o ® OSF qN o �/ RAS 1 1 \ OQOS��eS 0,21 RY///��0 P��R o�C.onc� EW -4 / ® i G 10 — l ® 12' FO FN I: N C) I%EW1X© ® I \S��GQ�0 P�OQP�O S� piF G z ++ EXISTING EW -2 ® �E \ LAWN AREA ® � ® y� \✓ � /moi � \ °,c HOLLY I ( Sjk 1LE / � b EW -1 HEAVY VEGETATION TO REMAIN 125.06' N 89'23'20" W EXISTING FENCE k I BUILDING SITE IS WITHIN FLOOD ZONE AE EL.=11 PLAN 1 inch = 20 ft G ►J K M O O Is Z N GENERAL NOTES 1. ELEVATIONS REFER TO NAVDB8 CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION 2. PLAN REFERENCE: TOPOGRAPHIC SURVEY BY OUTERMOST LAND SURVEY, INC. DONALD POOLE, PLS. 3. THE BUILDING SITE IS WITHIN COASTAL FLOOD ZONE AE WITH FLOOD ELEVATION = 11. 4. ADDED FOUNDATION AND ENCLOSURES BELOW BASE FLOOD SHALL MEET THE FLOOD CODE PROVISIONS OF THE MA BUILDING CODE. 5. THIS SITE PLAN IS AMENDED TO EXPAND THE PERMITTED WORK ZONE AND TO REQUIRE BUFFER ZONE MITIGATION. 6. A REVISED SILT FENCE SHALL BE MAINTAINED ALONG THE LIMITS OF WORK SHOWN ON THE PLAN PRIOR TO ANY OTHER WORK ACTIVITY. THE SILT FENCE SHALL MEET THE SPECIFICATIONS OF THE YARMOUTH CONSERVATION COMMISSION. 7. FOUNDATION WORK INVOLVES SHALLOW DEPTH "FROST WALL" CONSTRUCTION. EXCESS EXCAVATED SOIL FROM FOUNDATION AND OTHER MASONRY STAIR WORK SHALL BE REMOVED FROM THE SITE. 8. DEBRIS AND CAST OFFS FROM CONSTRUCTION SHALL BE PROPERLY CONFINED IN A COVERED TRASH RECEPTICAL AND DISPOSED OF OFF—SITE. 9. UPON COMPLETION OF CONSTRUCTION, THE AFFECTED GROUND AREAS WITHIN THE WORK LIMIT AND ELSEWHERE ON AN AS NEEDED BASIS SHALL HAVE THE SOIL AMENDED WITH ORGANIC MATERIAL, BE RAKED LOOSE AND SEEDED WITH A SUITABLE COASTAL LAWN GRASS SEED MIX. 10. A BUFFER ZONE RESTORATION / MITIGATION ZONE IS SHOWN ON THE PLAN. THIS ZONE SHALL BE PLANTED WITH WOODY, NATIVE SRUBS SUCH AS HIGHBUSH BLUEBERRY, INKBERRY, WINTERBERRY OR ARROWOOD VIBURNUM IN A GENERAL PATTERN AS SHOWN ON THE PLAN. PROVIDE 3 GALLON SHRUBS MIN. AMEND THE SOIL ACCORDINGLY. LAWTON.DWG YARMOUTH DENNI: GRFgT V \ RD R011ES�RN i LOCUS Q� YARMOUTH, I KEY MAP NO SCALE PLAN SHOWING PROPOSED RESIDENTIAL RENOVATION AND ADDITIONS AT 1 SNUG HARBOR ROAD, SOUTH YARMOUTH, MA ASSESSORS MAP 91, PARCEL 196 APRIL 4, 2016 SCALE - AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. P.O. BOX 1517 EAST DENNIS, MA 02641 C.V._ �, 35gy0_ 4 TEL: 508-385-1445