HomeMy WebLinkAbout83-1624 - Topographic PlanINAN7vc /.'F
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ALL CONSTRUCTION FRAMING LUMBER SHALL BE
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CONSTRUCTION - GRADE W/ PRESERVATIVE TREATMENT W/
ACQ . TYPE PRESERVATIVE. HAND RAILS MAY BE OF A SOFTER,
,NATURAL WOOD SUCH AS CEDAR.
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- NOTES
1.
ELEVATIONS REFER TO NGVD OF 1929. ELEVATION BENCHMARK.
2 V /z.. ST/, - i /Jc-E'2 S
MARKER
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ALL CONSTRUCTION FRAMING LUMBER SHALL BE
CONSTRUCTION - GRADE W/ PRESERVATIVE TREATMENT W/
ACQ . TYPE PRESERVATIVE. HAND RAILS MAY BE OF A SOFTER,
,NATURAL WOOD SUCH AS CEDAR.
3.
22
EQUAL CORROSION RESISTANT METAL. " '
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POSTS SHALL BE EMBEDED A MINIMUM OF 4 FEET. SOH. SHALL
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BE FIRMLY COMPACTED AROUND EACH POST AS BACKFILLING
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TO ACCOMMODATE LARGE BOULDERS ENCOUNTERED IN THE
BANK.
D//,�Lr/•, SiC/V JflAeL. B£ SL"T
MAINTAIN A MINIMUM OF 1 FT. CLEARANCE OVER THE COASTAL
BANK WITH STAIR STRINGER WHERE POSSIBLE.
6.
THE STAIR CASE SHALL NOT HAVE RISER BOARDS.
_
THE STAIR SHALL BE "BEST FITTED" TO TILE TERRAIN AT TIME
f�T Ti,`a J,C CF lci✓s Tr�,%C. 7-1c IV
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SHALL BE DETERMINED DURING THE POST SETTING PHASE OF
CONSTRUCTION
8.
ALL CUTOFF SCRAP PIECES OF WOOD OR OTHER RELATED
CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE WORK
AREA EACH DAY.
9.
MINOR DISTURBANCE AS A RESULT OF THE CONSTRUCTION
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HARDY GRASS CULMS.
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TOPOGRAPHIC PLAN SHOWING
PROPOSED ELEVATED BEACH -ACCESS STAIRWAY
SERVING
l
2�
1053 GREAT ISLAND ROAD .
r .) WEST YARMOUTH, MA
P7a 64`FEBRUARY 12,2003 SCALE —ASNOTED
'% PREPARED BY
\ k' CAPE COD ENGINEERLVC, INC
AD LELAND RD. BREWSTER, MA 02631 509-896.4861
- NOTES
1.
ELEVATIONS REFER TO NGVD OF 1929. ELEVATION BENCHMARK.
IS ON THE SOUTHEAST PROPERTYLINE CONCRETE PROPERTY'
MARKER
2.
ALL CONSTRUCTION FRAMING LUMBER SHALL BE
CONSTRUCTION - GRADE W/ PRESERVATIVE TREATMENT W/
ACQ . TYPE PRESERVATIVE. HAND RAILS MAY BE OF A SOFTER,
,NATURAL WOOD SUCH AS CEDAR.
3.
ALL HARDWARE SHALL BE HOT - DO GALVANIZED STEEL OR
EQUAL CORROSION RESISTANT METAL. " '
4.
POSTS SHALL BE EMBEDED A MINIMUM OF 4 FEET. SOH. SHALL
BE FIRMLY COMPACTED AROUND EACH POST AS BACKFILLING
PROCEEDS. ADJUST POST AND STAIR LOCATION AS NECESSARY
TO ACCOMMODATE LARGE BOULDERS ENCOUNTERED IN THE
BANK.
5.
MAINTAIN A MINIMUM OF 1 FT. CLEARANCE OVER THE COASTAL
BANK WITH STAIR STRINGER WHERE POSSIBLE.
6.
THE STAIR CASE SHALL NOT HAVE RISER BOARDS.
7.
THE STAIR SHALL BE "BEST FITTED" TO TILE TERRAIN AT TIME
OF CONSTRUCTION. EXACT TREAD WIDTH AND RISER HEIGHT
SHALL BE DETERMINED DURING THE POST SETTING PHASE OF
CONSTRUCTION
8.
ALL CUTOFF SCRAP PIECES OF WOOD OR OTHER RELATED
CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE WORK
AREA EACH DAY.
9.
MINOR DISTURBANCE AS A RESULT OF THE CONSTRUCTION
ACTIVITY SHALL BE MONITORED AND PLANTED WITH SHORE -
HARDY GRASS CULMS.
z
4
U
TOPOGRAPHIC PLAN SHOWING
PROPOSED ELEVATED BEACH -ACCESS STAIRWAY
SERVING
l
2�
1053 GREAT ISLAND ROAD .
r .) WEST YARMOUTH, MA
P7a 64`FEBRUARY 12,2003 SCALE —ASNOTED
'% PREPARED BY
\ k' CAPE COD ENGINEERLVC, INC
AD LELAND RD. BREWSTER, MA 02631 509-896.4861