HomeMy WebLinkAbout83-2033 - Site Plan00311
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(PILE
7-- 80'
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�0 3' WIDE RAMP
WITH 8'X16' FLOAT
WITH (2) 10" DIA.
\ANCHOR PILES
PROPOSED
6'x12' WIDER/ / PROPOSED/
DECK SEGMtNT / DREDGE
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ORK FOR CONFIRMATION OF ELEVATION
REVIEW'OF ADDITIONAL REQUIREMENTS.
[LW WITHIN THE AREA INDICATED.
ROJ'I TIDAL WATERS. DEWATERING SHALL
D - STAGED POLYPROPYLENE FILTER CLOTH
IF BARGE AT A SUITABLE LANDING AREA VRTTII
,OW SATURATION MOISTURE CONTENT IT MAY
BEACH SITE HAVING SIMILAR GRAIN SIZE
RKED OUT AND REVIEWED WITH THE
ACTIVITY.
Y BASED ON INSPECTION OF THE WORK
YARMOUTH CONSERVATION COMMISSION `
R AUTHORIZATIONS CONDITIONING THE WORK
? YARMOUTH SHELLFISH MANAGEMENT
[AND UNIFORM CONTOURED CONDITION.
T MARSH
PROPOSED 4' WIDE PIER
DECK EL=7.5 MLW
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1 inch = 20 ft
6' WIDE 12' LONG
PIER SEGMENT
.. 19,
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GENERAL NOTES
NANTUCKET SOUND
KEY MAP
NO SCALE
YARMOUTH, MA I
1. ELEVATIONS REFER TO MLW = 0.0
ORLEANS, MA BENCHMARK AND HYDROGRAPHIC
2. LOT LINE AND TOPOGRAPHIC DATA OBTAINED BY SCHOFIELD BROTHERS OF CAPE COD,
ELEVATION RELATIONSHIP DATA DETERMINED AND PROVIDED BY CAPE COD ENGINEERING, INC.
3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE RIVER WITH LIMITED ACCESS DIRECTLY THROUGH THE PROPERTY.
4. WHERE NAVIGABLE WATER PERMITS, PILINGS SHALL BE HAMMER DRIVEN. MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT.
S. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF HOT DIP GALVANIZED STEEL OR EQUAL.
6. ALL TIMBER USED SHALL BE CONSISTENT WITH YARMOUTH CONSERVATION COMMISSION REQUIREMENTS: NON -CCA TREATMENT IF
RESTRICTED, NATURAL WOOD OR COMPOSITE, NON -LEACHING MATERIALS.
7. SEE TYPICAL DETAILS FOR GENERAL FRAMING REQUIREMENTS.
8. DECK PLANK SPACING SHALL BE A MINIMUM OF % INCH OR AS SPECIFIED BY THE CONSERVATION COMMISSION
9. 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.
10. 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 BUFFER ZONE ON THE PROPERTY.
11. AGREFER TO ANY ORDER OF ENCIES OR CONSTRUCTION SCHEDULE CONSERVATION COMMISSION AND OTHER
AGE E AND ADDITIONAL PROCEDURES AND GUIDELINES.
TYPICAL PIER FRAME DETAILS
(NO SCALE)
LLOYD.DWG
REV. FEB. 17, 2016 — ADD DREDGE NOTES
PLAN
SHOWING
PROPOSED PILE SUPPORTED PIER
WITH RAMP AND PILE HELD FLOAT WITH DREDGING
IN
BASS RIVER
AT
228 PLEASANT STREET, SOUTH YARMOUTH, MA
ASSESSORS MAP 43, PARCEL 25
PREPARED FOR
STRATTON AND TRENT LLOYD
��_L27 FAIR STREET, NEWBURYPORT, MA 01950
[,kNUARY 24, 2014 SCALE - AS NOTED
PREPARED BY
Rt CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
C1u1� P.O. BOX 1517
Ido 3S EAST DENNIS, MA 02641
508-385-1445
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GENERAL NOTES
NANTUCKET SOUND
KEY MAP
NO SCALE
YARMOUTH, MA I
1. ELEVATIONS REFER TO MLW = 0.0
ORLEANS, MA BENCHMARK AND HYDROGRAPHIC
2. LOT LINE AND TOPOGRAPHIC DATA OBTAINED BY SCHOFIELD BROTHERS OF CAPE COD,
ELEVATION RELATIONSHIP DATA DETERMINED AND PROVIDED BY CAPE COD ENGINEERING, INC.
3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE RIVER WITH LIMITED ACCESS DIRECTLY THROUGH THE PROPERTY.
4. WHERE NAVIGABLE WATER PERMITS, PILINGS SHALL BE HAMMER DRIVEN. MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT.
S. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF HOT DIP GALVANIZED STEEL OR EQUAL.
6. ALL TIMBER USED SHALL BE CONSISTENT WITH YARMOUTH CONSERVATION COMMISSION REQUIREMENTS: NON -CCA TREATMENT IF
RESTRICTED, NATURAL WOOD OR COMPOSITE, NON -LEACHING MATERIALS.
7. SEE TYPICAL DETAILS FOR GENERAL FRAMING REQUIREMENTS.
8. DECK PLANK SPACING SHALL BE A MINIMUM OF % INCH OR AS SPECIFIED BY THE CONSERVATION COMMISSION
9. 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.
10. 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 BUFFER ZONE ON THE PROPERTY.
11. AGREFER TO ANY ORDER OF ENCIES OR CONSTRUCTION SCHEDULE CONSERVATION COMMISSION AND OTHER
AGE E AND ADDITIONAL PROCEDURES AND GUIDELINES.
TYPICAL PIER FRAME DETAILS
(NO SCALE)
LLOYD.DWG
REV. FEB. 17, 2016 — ADD DREDGE NOTES
PLAN
SHOWING
PROPOSED PILE SUPPORTED PIER
WITH RAMP AND PILE HELD FLOAT WITH DREDGING
IN
BASS RIVER
AT
228 PLEASANT STREET, SOUTH YARMOUTH, MA
ASSESSORS MAP 43, PARCEL 25
PREPARED FOR
STRATTON AND TRENT LLOYD
��_L27 FAIR STREET, NEWBURYPORT, MA 01950
[,kNUARY 24, 2014 SCALE - AS NOTED
PREPARED BY
Rt CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
C1u1� P.O. BOX 1517
Ido 3S EAST DENNIS, MA 02641
508-385-1445