HomeMy WebLinkAbout83-2033 - Site Plan002(STING PIERI NTH FLOATS I
All,
► I I n
I t r I I
I,Ir. / I I I •
� I '
BEACH L''
\ / 11 PILE o I 1 I
(PILE
I / %
\
\\ EXISTING O0°o0,
ffdoHEADWALL oo FORMER g3I /
80•
STORMWATERCONC. ) OUTFALLBOUND 0000000
3' iMDE RAMP
EXISTING �� WITH 8'X16' FLOAT
�- / ( RIPRAP , WITH (2) 10" DIA.
/ ► 1 0. \ .,r, ANCHOR PILES
PROPOSED
I / / L' — 6'x12' WIDER/ PROPOSED/
I W DECK SEGM✓`NT / DREDGE
q / 1�' Lr {� % PROPOSED �/ /r / // TO -3//
/ r 4 WIDE PIER
/
S,Z�,c z I . DECK EL = 7.5 / / // q
v / / 12' / / J/ I //
Jr,
�o s ► 8011
70'.*
T� I BEACH Ji
12E! ��W
BENCHMARK: J owl I //
TOP OF CONC. BOUND 1 /
ELEV. = 11.51 MLW t I I 1
I I I
EXISTING PIER N1TH FLOATS
(11.01 NGV)
I I
O
PLAN ;
DREDGING NOTES
^OD ENGINEERING, INC. PRIOR TO INITIATING WORK FOR CONFIRMATION OF ELEVATION
ERTICAL AND HORIZONTAL CONTROL, AND FOR REVIEW'OF ADDITIONAL REQUIREMENTS.
)LUME IS 90 C.Y. FOR A DREDGED DEPTH OF - 3 MLW WITHIN THE AREA INDICATED.
'Y FOR DREDGING WORK SHALL BE BY BARGE FROM TIDAL WATERS. DEWATERING SHALL
BARGE.
RIAL SHALL BE PLACED DIRECTLY INTO BARGED - STAGED POLYPROPYLENE FILTER CLOTH
W.1 C.Y. VOLUME FOR DEWATERING.
RIAL TRANSPORT SHALL BE DIRECTLY FROM THE BARGE AT A SUITABLE LANDING AREA WITH
E ACCESS.
'HAT THE DREDGED SAND MATERIAL FALLS BELOW SATURATION MOISTURE CONTENT IT MAY
;D TO A TRUCK FOR TRANSPORT TO A SUITABLE BEACH SITE HAVING SIMILAR GRAIN SIZE
ICS.
V LIMITS SHALL BE STAKED OR OTHERWISE MARKED OUT AND REVIEWED WITH THE
TRACTOR PRIOR TO INITIATING THE PROJECT ACTIVITY.
RRTAIN SHALL BE DEPLOYED WHERE NECESSARY BASED ON INSPECTION OF THE WORK
IONAL GUIDELINES INCLUDED IN THE TOWN OF YARMOUTH CONSERVATION COMMISSION
)ITIONS, MASS DEP DREDGE PERMIT AND OTHER AUTHORIZATIONS CONDITIONING THE WORK
Y SHALL BE COORDINATED WITH THE TOWN OF YARMOUTH SHELLFISH MANAGEMENT
DIRECTED
N THE BOTTOM CONTOUR SHALL BE LEFT NEAT AND UNIFORM CONTOURED CONDITION.
1 inch = 20 fL
w
o
�
F
N
SALT MARSH
w
a
6' NIDE 12' LONG
PROPOSED 3'x16' RAMP
o I
PIER SEGMENT
PROPOSED 4' WIDE PIER
w
DED( EL=7.5 MLW
HANDRAIL
�
PROPOSED 616'
FLOAT
m
I
12' TYP
II 'I
II II
HW=.B
II II
I IMLW=O
I
Ott
... ...
0
... ... ...
I I
I I
I
/
.�
...
� � � �
...
1 I I I
II
I I
� � I I-
I
�I. � �ii
-✓-.
_
ii II 11
11
11 ��
II
SII II
11 '
ii
ill
i i
i j PROPOSED
II
DREDGE LINE
50 60
70
80 90
100 110 120
130
10 20
30
40
PROFILE
A -A
1"-10'
rx8•
STRINGEII
270' •/ 2'x6'
4'x4' RAIL
POST
rx6' oRt�
DIA.
NG
I I ( 1 „; I 1
C) ( r ! o
r l ! I l I I •;
r r r I I I
( 1 ! I I I r
MOORING BALL
! I I
LVVVJ
NANTUCKET SOUND
KEY MAP
NO SCALE
YARMOUTH, MA
( / ► i i I I I
/ ► I I I I I
�i ► f I I I I
I I 1 I I
/ / ► I I i t I
i / ► 1 I I I : I
r / ► I I I I I
f / ► I I I I I
If
GENERAL NOTES -_
1. ELEVATIONS REFER TO MLW = 0.0
2. LOT LINE AND TOPOGRAPHIC DATA OBTAINED BY SCHOFIELD BROTHERS OF CAPE COD, ORLEANS, MA BENCHMARK AND HYDROGRAPHIC
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
MOORING BALL ). CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE STORED OR DISCARDED ON THE BANK OR BEACH. THE BEACH AND BUFFER ZONE
0 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. 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 GUIDELINES.
_ I . 1' n.., I..
TYPICAL PIER FRAME DETAILS
(NO SCALE)
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
27 FAIR STREET, NEWBURYPORT, MA 01950
JANUARY 24, 2014 SCALE - AS NOTED
PREPARED BY
'
or A 'a CAPE COD ENGINEERING, INC.
R, ROBERT M. PERRY, P.E.
pFR7 ., P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445
.nom -
TYPICAL PIER FRAME DETAILS
(NO SCALE)
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
27 FAIR STREET, NEWBURYPORT, MA 01950
JANUARY 24, 2014 SCALE - AS NOTED
PREPARED BY
'
or A 'a CAPE COD ENGINEERING, INC.
R, ROBERT M. PERRY, P.E.
pFR7 ., P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445