83-1962 - Pier Ramp & FloatPLAN
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1. HYDROGRAPHIC ELEVATION RELATIONSHIP DATA DETERMINED AND
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2. ELEVATIONS REFER TO MLR' - 0.0. THE MEAN TIDE RANGE IN BASS RIVER IS
0
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TAKEN AS 2.8 FT. WITH MAW ELEVATION RELATIVE TO NGVD DETERMINED BY
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THE MEAN TIDE LEVEL METHOD, FOR ADDITIONAL BENCHMARKLIP
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INFORMATION.
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3. ALL OLD PIER DEMOLITION DEBRIS SHALL BE DISPOSED OF IN CONFORMANCE
i
1 inch a 20 N_
REPLACEMENT
PIER - 4' WIDTH
ofPIER WIDTH T a '
FOR 12' LENGTH
x8• —
5!R!NCERS
7 ............
PROP.UN
PROP. f o y
DIA.
I �'^-�.
V V 12 FT. MIN. PILE V V v
EMBEDMENT —
10 20 30 40 50 60 70
PROFILE A -A
1"=10'
80
214• •/ 2•4• 214• ./ 276• RAR CAP
RAIL CAP
4•N• RM
POST Yz4' M!DRAA
48 d
DECK
2•' Drpz!NC'
.318. ORAC.f. (3) 3•x8. 5TF4CERS
73'.8e^ SPOT CAP
\\ \ YX SPUT CAP
10' DLA
♦S Bp PUKC
TYPICAL PIER FRAME DETAILS
(NO SCALE)
100 YR FLOOD
t EL.=13
BASS RIVER
(TIDAL)
• • • MLW-0 0•
90 100
PLAN
SHOWING
PROPOSED RECONSTRUCTION
OF A
PILE SUPPORTED PIER, RAMP AND FLOAT
IN
BASS RIVER
AT
246B PLEASANT STREET SOUTH YARMOUTH, MA
PREPARED FOR
ALAN M.LEVANTHAL
c^ANUARY 17, 2013 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
P.O. BOX 1517
T� b EAST DENNIS, MA 02641
LEVANTHAI_.DWG Wit. 508-385-1445
h
GENERALNOTES
1. HYDROGRAPHIC ELEVATION RELATIONSHIP DATA DETERMINED AND
PROVIDED BY CAPE COD ENGINEERING, INC
2. ELEVATIONS REFER TO MLR' - 0.0. THE MEAN TIDE RANGE IN BASS RIVER IS
TAKEN AS 2.8 FT. WITH MAW ELEVATION RELATIVE TO NGVD DETERMINED BY
THE MEAN TIDE LEVEL METHOD, FOR ADDITIONAL BENCHMARKLIP
INFORMATION.
3. ALL OLD PIER DEMOLITION DEBRIS SHALL BE DISPOSED OF IN CONFORMANCE
`
WITH APPLICABLE REGULATIONS
DA Ng
4. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE RIVER WITH LIMITED
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ACCESS DIRECTLY THROUGH THE PROPERTY.
5. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY FOR PILING
INSTALLATION.
NANTUCKET SOUND
6. WHERE NAVIGABLE WATER PERMITS, PILINGS SHALL BE HAMMER DRIVEN.
MENIMIUM PILING EMBEDMENT DEPTH SHALL BE 12 FT.
LOCUS
7. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF HOT DIP GALVANIZED
YARMOUTH, MA
STEEL OR EQUAL,
KEY M A P
8. ALL TIMBER USED SHALL BE CONSISTENT WITH YARMOUTH CONSERVATION
COMLMIISSION REQUmEMEN1S.
NO SCALE
9. SEE TYPICAL DETAILS FOR GENERAL FRAMING REQUIREMENTS.
10. DECK PLANK SPACING SHALL, BE A ML'1TMLM OF % INCH. "
11. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE STORED OR
DISCARDED ON THE BANK OR BEACH. THE BEACH AND BUFFER ZONE SHALL BE
COMPLETELY CLEARED OF ANY DEBRIS ON A DAILY BASIS.
12. RAMP AND FLOAT REMOVAL SHALL BE AT A SUITABLE OFF-SITE LOCATION.
THE FLOAT SHALL, NOT BE STORED ANYWHERE WITHIN THE RESOURCE, AREAS
OR THE BUTFER 9MN1:ON THE PROPERTY.
13. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS PROJECT BY THE
YARMOUTH CONSERVATION COMMISSION AND OTHER AGENCIES FOR
CONSTRUCTION SCHEDULE AND ADDITIONAL PROCEDURES AND GUIDELT. S.
ofPIER WIDTH T a '
FOR 12' LENGTH
x8• —
5!R!NCERS
7 ............
PROP.UN
PROP. f o y
DIA.
I �'^-�.
V V 12 FT. MIN. PILE V V v
EMBEDMENT —
10 20 30 40 50 60 70
PROFILE A -A
1"=10'
80
214• •/ 2•4• 214• ./ 276• RAR CAP
RAIL CAP
4•N• RM
POST Yz4' M!DRAA
48 d
DECK
2•' Drpz!NC'
.318. ORAC.f. (3) 3•x8. 5TF4CERS
73'.8e^ SPOT CAP
\\ \ YX SPUT CAP
10' DLA
♦S Bp PUKC
TYPICAL PIER FRAME DETAILS
(NO SCALE)
100 YR FLOOD
t EL.=13
BASS RIVER
(TIDAL)
• • • MLW-0 0•
90 100
PLAN
SHOWING
PROPOSED RECONSTRUCTION
OF A
PILE SUPPORTED PIER, RAMP AND FLOAT
IN
BASS RIVER
AT
246B PLEASANT STREET SOUTH YARMOUTH, MA
PREPARED FOR
ALAN M.LEVANTHAL
c^ANUARY 17, 2013 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
P.O. BOX 1517
T� b EAST DENNIS, MA 02641
LEVANTHAI_.DWG Wit. 508-385-1445