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GENERALNOTES
1. ELEVATIONS REFER TO NGVD (1929). SEE BENCHMARK ON SITE.
THE PROJECT IS LOCATED AT ASSESSOR'S MAP 70, PARCELS 80, 81, 82.
2. ALL WORIr SHALL CCN: �V. T^, " '_E CONDITIONS SET i'or TIN THE
ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY YARMOUTII
- - CONSERVATION COMMISSION AND ALL OTHER PERMITTING ,.
12' PT; C,6 -F- AUTHORITIES.
-foP-c-cUArzv foo sc IGe7t Nd 3. ALL TIMBERS, PILES, ETC. SHALL BE SOUTHERN YELLOW PINE
s ter, LENe-M4S MN, TREATED FOR MARINE APPLICATION WITH CCA.
41 4. ALL HARDWARE SHALL BE STEEL, HOT DIPPED GALVANIZED.
5. CONSTRUCTION ACCESS SHALL BE VIA BARGE OVER THE WATERS OF
ecNverr,Es 1 4"xG" Wu RPM Cu7'S1B7,- W& -E-3 THE BASS RIVER.
7=L.=4. ia6.0 II II ,._.....
6 ALL FILL MATERIAL SHALL BE CLEAN`T SAND WITHOUT THE PRESENCE
OF SILT, CLAY, OR DEBRIS OF ANY KIND.
I I I I 4 Mw 7. ALL FILL MATERIAL SHALL BE COMPACTED FULLY IN 6" LIFTS.
8. REMOVE AND REPLACE STAIRWAYS ON PARCELS 81 AND 82, AS
�I II �I I aNulorzs REQUIRED.
9. AS MUCH AS POSSIBLE SALVAGE EXISTING VEGETATION FOR REUSE.
—1 MIN. HOLDIN�)• AVOID UNNECESSARY DISRUPTION TO EXISTING VEGETATION.
10. JUTE NETTING IS ALSO RECOMMENDED ON BANK SLOPE FOR
TYPICAL 'Q.GTAI W Ny W4L.L -PG'T& I L ADDITIONAL STABILITY. THIS NETTING MUST BE PLACED PRIOR TO
PLANTING.
11. PLANT AMERICAN BEACH GRASS ON 12" CENTER SPACING
THROUGHOUT ALL SUITABLE DISTURBED BANK AREAS. PLANT .
ACCORDING TO SUPPLIER'S RECOMMENDATIONS. '
12. PROPOSED RETAINING WALL SHALL CONSIST OF SHOREGUARD 500
SHEET PILING AS MANUFACTURED BY MATERIALS INTERNATIONAL, -
INC. 4501 CIRCLE 75 PKWY., SUITE E-5370, ATLANTA, GA 30339
13. PROPOSED ANCHOR RODS FOR THE RETAINING WALL SHALL CONSIST
OF 8/10 HELIX ANCHORS AS MANUFACTURED BY HELIX MOORING
SYSTEMS, INC., P. O. BOX 723, BELFAST, ME 04915.
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