HomeMy WebLinkAbout83-1501 - Site Plan (2)i
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GENERAL NOTES
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 III "I I: tiLL CO tiI DkN` i C Trig. :ONDITIONS SET FORTII IN THE
ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY YARMOUTI I
CONSERVATION COMMISSION AND ALL OTHER PERMITTING
AUTHORITIES.
�� 1 o Io�Ecut�rzv ��c 3. ALL TIMBERS, PILES, ETC. SHALL BE SOUTHERN YELLOW PINE
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8 FT LC—NG'0-15 MIN , TREATED FOR MARINE APPLICATION WITH CCA.
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4. ALL HARDWARE SHALL BE STEEL, HOT DIPPED GALVANIZED.
S&u VD¢Zs S. CONSTRUCTION ACCESS SHALL BE VIA BARGE OVER THE WATERS OF
4°xG" IuSme CJT51Dc- w�i es THE BASS RIVER.
6 ALL FILL MATERIAL SHALL BE CLEAN SAND WITHOUT THE PRESENCE
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OF SILT, CLAY, OR DEBRIS OF ANY KIND.
I II I I I f U�SrpME11 f 7• ALL FILL MATERIAL SHALL BE COMPACTED FULLY IN 6" LIFTS.
I Flo NC -u k 8. REMOVE AND REPLACE STAIRWAYS ON PARCELS 81 AND 82, AS .
II II at la lorLs REQUIRED.
9. AS MUCH AS POSSIBLE, SALVAGE EXISTING VEGETATION FOR REUSE.
AVOID UNNECESSARY DISRUPTION TO EXISTING VEGETATION.
10. NTE NETTING IS ALSO RECOMMENDED ON BANK SLOPE FOR
TYPICAL "R.GT41 N f N:�j W/\L.L TPG T/� I L ADDITIONAL STABILITY. THIS NETTING MUST BE PLACED PRIOR TO
—NOT T -b 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. 0. BOX 723, BELFAST, ME 04915.
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