HomeMy WebLinkAbout83-1971 - Pier Ramp & FloatA
00
M.,
EXISTING
DWELLING
4'
2x6 HANDRAILS
ROUT EDGES
2x4
2x4 SIDE RAILS W/
3/8'0 THRU BOLTS
a
2x6 DECKING
WITH 3/4' SPACING
OPTIONAL •
1' DIA.
WATER r 2- 300 YOKE
SERVICE I ,
CONDUIT
3
x
z
in
u'
ie
EXISTING GRADE
Kfix�0c BOE J6
OPTIONAL
1' DIA.
ELECTRIC
CONDUIT
3 - 3xB STRINGERS
W/2 - 5/8`6 THRU
BOLTS 0 POST CONNECTOR
- 2- 3/4'4 BOLTS
- 3X8 BRACING WITH
5/8' DIA. BOLTS
1 I 8'9 PERMANENT PILE (TYP.)
�J U
SECTION B -B
SCALE: 1" = 2'
430 HIGHBANK RD
EXISTING DWELLING
ASSESSOR'S MAP 102 PARCEL 8.1
440 HIGHBANK RD
N/F
TOWN OF YARMOUTH Co—Owner PARK DEPT
1146 ROUTE 28
SOUTH YARMOUTH, MA 02664-4463
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MARSH
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 TOIBE FROM UPLAND OF OWNER'S PROPERTY OR FROM WORKING BARGE. WORKING BARGE NOT TO BE LOCATED OVER HARSH
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 14.5' 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 GREEN HEART OR OTHER SIMILAR NON LEACHING MATERIAL.
SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION
1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE
IN ACCORDANCE WITH THE RECDMMENDATIONS 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 FOR STRUCTURAL
FRAMING SHALL BE ACID PRESSURE TREATED OR APPROVED
EQUAL.
EXIT
9
0
B I
BASS
RIVER i
FRESH
POND
YARMOUTH, MA
KEY MAP
NO SCALE
PLAN REFERENCES:
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
COASTA]
ENGINE:
= ' COMPAIS
260 Cranberry Hwy. Orle
508.255.6511 Fax: 508.2
SEAL
r PAUL
MICHNIEV
CIVIL
o % No. 30 .
�0,,,�F
13
16— / j /,! / MARSH +� / / _,/ - _,.-. -.. __ - _ _ . - —. 11.1 100 YR. TIDAL FLOOD -
ASSESSOR'S MAP 92 PARCEL 7
,,5 -EXISTING
426 HIGHBANK RD _STEPS
JACQUELINE & GUISEPPE CARNEVALI / PROVIDE /
/ /ACCESS STAIRS/•� MARSH 0
P 0 BOX 581 / s -i/ii
SOUTH YARMOUTH, MA 02664
XVOpOvoNEP.. IAARSH _n`�'
/
J � /
3.1 ANNUAL HIGH TIDE
2.8 MEAN HIGH WATER
1.1 NATIONAL GEODETIC
VERTICAL DATUM (NGVD)
�P`T 0.0 MEAN LOW WATER
- -. - - _- - - - - e1�� ✓ ' / / / \ (// �0 NANTUCKET SOUND
i e \ TIDAL FLOOD PROFILE
/ PROPOSED apo 32pf \ L11K. � C n REF: A.C.O.F TIDAL FLOOD SURVEY, SEPT. Fw.�
/ RAMP, PIER ,x 40 - \ 1988 PLATE C-23 PROFILE 9
AND FLOAT \ �O
PLAN M28U MASS EC STATION ELEVATION W
15.17 NGVD; GVD; 15.17= 16.97 MLW
40 20 0 40 120 ELEVATIONS SHOWN ARE MEASURED IN FEET 0
�\
AND TENTHS PLUS OR MINUS FROM THE
PLANE OF MEAN LOW WATER EL -0.0'
` EXISTING
FLOAT ` ,I / / / / /' 'y' / / / / 1 3neh = 40 fL
✓ / / /NAVIGATION /
MARKER 0//
U E
LAND SUBJECT TO COASTAL
COASTAL STORM FLOWAGE i BANK I COASTAL BEACH LAND UNDER OCEAN AND LAN) CONTAINING SHELLFISH o
EXISTING CHANCE AND ATTACHOF 10' DIA. TIMBER PILES (2 TOTAL) WITH SCALE
STAIRS
EXISTING STAIRS FLOAT STOPS (TYP)
TO LANDING 104' PROPOSED PIER TO KEEP FLOAT 3' MIN. FROM RIVER BED DRAWINGFILE
16 r-- MY FROM M.H.W. (12' MIN. EMBEDMENT) CTT
16 DATE
14 I-- � _ 14
12 12 DRAWNBY
PROPOSED 201 x 10'W
10
10 - DECK EL = 8.3'f FSEASONAL FLOATING DOCK 8 CHECKED BY
8 AND 14'L x SW RAMP
6 v, EXISTING 6
4
SALTMARSH A.H.T. EL 3.1 M.H.W. EL 28- 4
h OVIDE M.L.W. EL 0.0 0 �
0 f-- ACCESS STAIRS
EXISTING �� a '"� _y '�
-2 14.51 O.C. (TYP) GP,ADE ',. _4
-4
1091
-8 T--- `_-80 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
SECTION A -A
SCALE: 1' = 10'
Y
c PROTECT NO.
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