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Home My WebLink About83-1499 - Hydrographic Plan of Land... nl. 'rL •' S f- I F� I' 77 I n Z Al 1_- f Il. _ -I c- r F A: ? _ 1 Lcc c: s n,r 1 - GENERAL NOTES 1. PLAN REFERENCE: PLAN BOOK 280, PG. 16; ASSESSORS' MAP 92, PARCELS 7 & 8 2. ELEVATIONS REFER TO DLLR'. SEE BENCHMARK ON TOP OF CORNER STONE AT STONE REVETMENT WEST EAS'. 3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE RIVER WITH LIMITED ACCESS DIRECTLY DOWN THE PATH TO THE WORK SITE. 4. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY FOR PILING INSTALLATION. WHERE NAVIGABLE WATER ALLOWS, PILINGS SHALL BE HAMMER DRIVEN. MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT. 5. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF HOT DIP GALVANIZED STEEL OR EQUAL. 6. ALL TIMBER USED SHALL BE CONSTRUCTION GRADE, YELLOW PINE, PRESSURE - TREATED FOR MARINE USE. THE TREATED LUMBER SHALL BE INA "DRY - PRESERVATIVE" CONDITION WITH NO PRESERVATIVE RESIDUE PRESENT. 7. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE STORED OR DISCARDED ON THE BANK OR BEACH. THE BUFFER ZONE SHALL BE COMPLETELY CLEARED OF ANY DEBRIS ON A DAILY BASIS. 8. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS PROJECT BY THE YARMOUTII CONSERVATION COMMISSION FOR CONSTRUCTION SCHEDULE AND ADDITIONAL GUIDELINES. HYDROGRAGHIC PLAN OF LAND IN SOUTH YARMOUTH, MA SHOWING PROPOSED PIER, RAMP, AND PILE ANCHORED FLOATS IN BASS RIVER • PREPARED FOR DONALD GAUCH AND THEODORE ROGERS DECEMBER 13, 1999 SCALE — AS NOTED PREPARED BY . ROBERT M. PERRY, P.E. 50 LELAND ROAD BREWSTER, DLA 02631 508-896-4861 _II L t r Lcc c: s n,r 1 - GENERAL NOTES 1. PLAN REFERENCE: PLAN BOOK 280, PG. 16; ASSESSORS' MAP 92, PARCELS 7 & 8 2. ELEVATIONS REFER TO DLLR'. SEE BENCHMARK ON TOP OF CORNER STONE AT STONE REVETMENT WEST EAS'. 3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE RIVER WITH LIMITED ACCESS DIRECTLY DOWN THE PATH TO THE WORK SITE. 4. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY FOR PILING INSTALLATION. WHERE NAVIGABLE WATER ALLOWS, PILINGS SHALL BE HAMMER DRIVEN. MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT. 5. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF HOT DIP GALVANIZED STEEL OR EQUAL. 6. ALL TIMBER USED SHALL BE CONSTRUCTION GRADE, YELLOW PINE, PRESSURE - TREATED FOR MARINE USE. THE TREATED LUMBER SHALL BE INA "DRY - PRESERVATIVE" CONDITION WITH NO PRESERVATIVE RESIDUE PRESENT. 7. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE STORED OR DISCARDED ON THE BANK OR BEACH. THE BUFFER ZONE SHALL BE COMPLETELY CLEARED OF ANY DEBRIS ON A DAILY BASIS. 8. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS PROJECT BY THE YARMOUTII CONSERVATION COMMISSION FOR CONSTRUCTION SCHEDULE AND ADDITIONAL GUIDELINES. HYDROGRAGHIC PLAN OF LAND IN SOUTH YARMOUTH, MA SHOWING PROPOSED PIER, RAMP, AND PILE ANCHORED FLOATS IN BASS RIVER • PREPARED FOR DONALD GAUCH AND THEODORE ROGERS DECEMBER 13, 1999 SCALE — AS NOTED PREPARED BY . ROBERT M. PERRY, P.E. 50 LELAND ROAD BREWSTER, DLA 02631 508-896-4861