HomeMy WebLinkAbout83-1947 - plan of pier002EXISTING
DWELLING
4'
2x6 HANDRAILS
ROUT EDGES
20
2x4 SIDE RAILS W/
_ 3/8'0 THRU BOLTS _
OPTIONAL
1" DIA.
2x6 DECKING ELECTRIC
WITH 3/4' SPACING-N,,,CONDUIT
3 - 3x8 STRINGERS
OPTIONAL • W/2 - 5/8'0 THRU
BOLTS 0 POST CONNECTOR
1" DIA.
WATER 2- 3x10 YOKE 2- 3/4'0 BOLTS
SERVICE ,
CONDUIT
3 3X8 BRACING WITH
5/8' DIA BOLTS
3
SECTION B -B
SCALE: 1" = 2'
8'0 PERMANENT STUB PILE
LENGTH AS REWIRED FOR
6' MINIMUM EMBEDMENT
(USE 10'0 PILES 0 CREEK
END OF WALKWAY)
Ito
ASSESSOR'S MAP 92 PARCEL 7
426 HIGHBANK RD
N/F
JACQUELINE do GUISEPPE CARNEVALI
P 0 BOX 581
SOUTH YARMOUTH, MA 02664
1s
14
12
10
6
6
4
2
0 -
-2
—4
—6
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0
macr / /
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/ PROP
RAMP
NOTES:
1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF PIER, RAMP AND FLOAT AS DESCRIBED AND SHOWN ON PLAN AND
DETAILS.
2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE
YARMOUTH CONSERVATION COMMISSION.
3. ACCESS TO BE FROM UPLAND OF OWNER'S PROPERTY OR FROM WORKING BARGE. WORKING BARGE NOT TO BE LOCATED OVER MARSH
AT ANY TIME. STAGING AREA FOR MATERIALS TO BE IN OWNER'S DRIVEWAY. APPLICANT IS RESPONSIBLE FOR OBTAINING PERMISSION FOR USE
OF THE ACCESS,
4. THE PIER SHALL BE CONSTRUCTED UTILIZING SPANS OF APPROXIMATELY 12' BETWEEN SUPPORT POSTS. SEE SECTION AND DETAILS FOR
DESIGN DIMENSIONS. STUB PILES TO BE HAND DUG, WITH EXCESS MATERIAL CARRIED OFF THE MARSH EACH DAY AND DISPOSED OF OFF
SITE. WALKWAY TO BE CONSTRUCTED AND ELEVATED 5' MINIMUM ABOVE THE MARSH AS SHOWN ON THE PLAN DETAILS. MINIMUM SPACE
BETWEEN ALL DECK PLANKING TO BE 3/4'.
5. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER TO BE ACO PRESSURE TREATED IN ACCORDANCE WITH WOOD
PRESERVATIVE INSTITUTE OF AMERICA.
6. NO MACHINERY OR EQUIPMENT TO OPERATE DIRECTLY ON THE MARSH.
7. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION.
8. THE PIER SHALL BE MAINTAINED OVER ITS USEFUL LIFE. ANY FUTURE MAINTENANCE REQUIRED ON THE PIER SHALL NOT COMMENCE UNTIL
THE YARMOUTH CONSERVATION AGENT HAS FIRST BEEN NOTIFIED AS TO THE SCOPE OF THE REPAIRS.
9. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE—CONSTRUCTION CONDITIONS.
10. OFF—SEASON STORAGE OF RAMP, AND FLOAT TO BE AN APPROVED UPLAND LOCATION.
11, ALL TIMBER PILES SHALL BE SOUTHERN YELLOW PINE OR WEST COAST DOUGLAS FIR AND SHALL BE ACQ PRESSURE TREATED IN
ACCORDANCE WITH WOOD PRESERVATIVE INSTITUTE OF AMERICA.
ASSESSOR'S MAP 102 PARCEL 8.1
440 HIGHBANK RD
N/F
TOWN OF YARMOUTH Co—Owner PARK DEPT Address
1146 ROUTE 28
SOUTH YARMOUTH, MA 02664-4463
•:�� i fid MARSH
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MARSH �+►� / ,
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OSED �p 32p• \
PIER pK TO
'LOAT
PLAN
SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION
1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE
IN ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE
"COASTAL CONSTRUCTION MANUAL" AS PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA -55).
2. ALL STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC.
SHALL BE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS
MUST BE ROUTINELY INSPECTED AND MAINTAINED OVER THE
SERVICEABLE LIFE OF THE STRUCTURE.
3. ALL EXTERIOR EXPOSED LUMBER USED OR STRUCTURAL
FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED
EQUAL. I
NG � � ! /`/ � 1 inch 40 ft
II
it e�aP ,
NAVIGATION �0 % �!
MARKER 0 ® /
LAND SUBJECT TO COASTAL
COASTAL STORM FLOWAGE BANK COASTAL BEACH LAND UNDER OCEAN AND LAND CONTAINING SHELLFISH
EXISTING CHANGE AND
STAIRS ATTACH 5 OF 10' DIA. TWRER PILES (2 TOTAL) WITH
EXT LANDINGS TO KEEP FLOATFLOAT
TS)MVN. FROM RIVER BED
104' PROPOSED PIER (1Y VN. EV010IE7T)
sw 8C' FROM N.H.W. 16
14
12
DECK EL = 8.3'1 PROPOSED 201 x 1011 10
_ SEASONAL FLOATING DOCK
AND 141 x 3V RAMP 8
to EXISTING 6
SALT MARSH A.H.T. EL 31 W.H.W. EL 28 4
2
�- -•— Y.L.W. a. ao
0
EXISTING » —2
13.51 D.C. (TYP) GRADE _
—4
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
SECTION A -A
SCALE: 1" = 10'
BASS
RIVER
FRESH�Q
POND
YARMOUTH, MA
KEY MAP
NO SCALE
[1�I►iliiXmiiiim hiffitimmMi
ASSESSORS MAP 102, PARCEL 9
FLOOD NOTE:
FLOOD ZONE C, ZONE B AND ZONE A5
(EL. 7) AS SHOWN ON FEMA FIRM PANEL
#250015 0002 D REVISED JULY 2, 1992
DATUM NOTE:
ELEVATIONS SHOWN HEREON ARE BASED
ON MEAN LOW WATER (M.L.W.)
LEGEND
EXISTING
o BOUND
11.1 T
100 YR. TIDAL FLOOD
3.1ANNUAL HIGH TIDE
2.8 MEAN HIGH WATER
1.1 NATIONAL GEODETIC
0.0 MEANCLOLDATUM �(NGVD)
NAb ZET SOUND
TIDAL FLOOD PROFILE
REF: A.C.O.E. TIDAL FLOOD SURVEY, SEPT.
1988 PLATE C-23 PROFILE 9
M28U MASS GEODETEC STATION ELEVATION
15.17 NGVD; 15.17= 16.97 MLW
ELEVATIONS SHOWN ARE MEASURED IN FEET
AND TENTHS PLUS OR MINUS FROM THE
PLANE OF MEAN LOW WATER EL. -O.0'
N
O
N
COASTAL
ENGINEERING
COMPANY, INC,
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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SCALE
AS NOTED
DRAWING FILE
C17760-C3D.dwg
DATE
11-27-12
DRAWNBY
KES
CHECKED BY
DKM
41"C311
OF SHEETS
o PROJECT NO. C17760.00
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