HomeMy WebLinkAbout66 River Street - Pier with Ramps ,
DATUM NOTE: N I MOORINGG BUOY
BALLELEVATIONS SHOWN HEREON ARE BASED a'
ON THE MEAN LOW WATER DATUM (MLW)
BUOYo
cl; •� - 1 o I ROUTE 28 f'—
n
S
r4
BENCHMARK: 1 PROPOSED 4'
TOP OF CONCRETE BOUND ! WIDE PIER 1
ELEV. _ -12.61 (MLW)I 3 z 69' ( I LOCUS'
N / o
PROPOSED 4' ! Q PROPOSED ' o I I I NANTUCKET SOUND
WIDE WALK j I PIER "• ry { vl m
J YARMOUTH, MA
SEG IMENT m KEY MAP
NO SCALE
DEWATERING I DEPRESSION ROPOSED
a EXIST. , Sx C RAM I R
I J . _
STEPSiA A EXISTNG
EXISAA'C PA f STONES
o Iii I o ( W/ RING loo f,° GENERAL NOTES
" 1 1. LOT LINE AND TOPOGRAPHIC DATA OBTAINED BY
7-7
SCHOFIELD BROTHERS OF CAPE COD, ORLEANS, MA
PROPOSED SILTATION BENCHMARK AND HYDROGRAPHIC ELEVATION
�, I � { ! •� J CURTAIN TO 8E ( I /MOORING
RELATIONSHIP DATA DETERMINED AND PROVIDED BY CAPE
DEPLOYED DURINGf BALE COD ENGINEERING, INC.
PROPOSED�D-005 ! DREDGING WORK 2. ELEVATIONS REFER TO MLW=0.0. THE MEAN TIDE RANGE
DREDGE AREA
1 _ ' I MOORINGI / IN BASS RIVER IS TAM AS 2A FT. WITH MHW ELEVATION
BALIo RELATIVE TO NGVD DETERMINED BY THE MEAN TIDE LEVEL
N 50. 14'40".I/ I + METHOD. FOR ADDITIONAL BENCHMARKDNFORMATION.
W . 259'1 l r 1 f I 3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE
/ BUOY / RIVER WITH LIMITED ACCESS DIRECTLY THROUGH THE
PIPE PROPERTY.
1 PE _
4. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY FOR
' • PH,ING INSTALLATIONAND THE LI.MFM DREDGING WORK
SIGN J • f it ( SEE DREDGING NOTES)
i 2 5. WHERE NAVIGABLE WATER PERMITS, PHANGS SHALL BE
HAMMER DRIVEN. MINIMUM PH.IN'G EMBEDMENT DEPTH
o-, '. / / r j ' SHALL BE 12 FT.
Ly
o 6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF
o / HOT DIP GALVANIZED STEEL OR EQUAL
J o / e I 7. ALL TIMBER USED SHALL BE CONSISTENT WITH YARMOUTH
`
PLAN CONSERVATION COMMISSION REQUMEMENTS: NON -CCA
�`: ' ` G TREATMENT, NATURAL WOOD OR COMPOSITE,
30 15 0 30 90 ? I ' o ` I NON -LEACHING MATEI ALS.
MOORING 8. SEE TYPICAL DETAILS FORGENERALFRAMING
BALL o i REQUIREMENTS. -
9. DECK PLANK SPACING SHALL BE A MINIMUM OF Y:INCH.
DREDGING NOTES 10, CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE
1 inch = 30 ft 1. DREDGING WORK INVOLVES REMOVAL OF APPROXLMATELY 50 C.Y. OF SAND MATERIAL STORED OR DISCARDED ON THE BANK OR BEACH. THE
2. ACCESS ACTIVITY FOR DREDGING AND RELATED SAND TRANSPORT SHALL BE BY BARGE BEACH AND BUFFER ZONE SHALL BE COMPLETELY
BASED EXCAVATOR AND A SUITABLE DEWATERING CONTAINMENT BARGE OR VIA AN CLEARED OF ANY DEBYIS ON A DAH Y BASIS,
20 UPLAND PATH THROUGH THE SUBJECT PROPERTY AND A LIMITED WORK AREA ON THE 11. RAW AND FLOAT REMOVAL SHALL BE AT A SUITABLE
PROPOSED WALKWAY PROPOSED PIER BEACH. OFF-SITE LOCATION. THE FLOAT SHALL NOT BE STORED
(2) 10' ANCHOR PILES 3. A WORK LIMIT SHALL BE CONSTRUCTED OF TRENCHED LN STAKED FABRIC SILT FENCE ANYWHERE WITHIN THE RESOURCE AREAS OR THE BUFFER
DECK WIDTH 0 6' FOR 8' L PROPOSED TO LIMIT THE ACCESS AND WORK AREA. ZONE ON THE PROPERTY.
STAIRS FOR PUBLIC THRU PASSAGE 8' / 3'x16' RAMP 4. THE ABOVE WORK ACTIVITY LIMTTSHALL BE DETERMINED, LAYED OUT AND REVIEWED 12. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS
WITH THE DREDGING CONTRACTOR PRIOR TO INITIATING THE PROJECT ACTIVITY. PROJECT BY THE YARMOUTH CONSERVATION COMMISSION
t 0 N 5. DREDGED MATERIAL SHALL BE PLACED IN SMALL (5 TO 10 C.Y.) QUANTITIES AND AND OTHER AGENCIES FOR CONSTRUCTION SCHMULE AND
it DECKI PROPOSED N ALLOWED TO DEWATER TO BELOW SATURATION PRIOR TO TRANSPORT OFF SITE. NO ADDITIONAL PROCEDLRES AND GUIDELINES.
=7 624' FLOAT m ADDITIONAL GROUND DISTURBANCE SHALL RESULT EXCEPT IN THE AREAS PROPOSED
I2' (TYP) FOR DREDGING, DREDGING ACCESS, MATERIAL TRANSPORT AND DEWATERING. /
MHw=2.8 6. FOLLOW ADDITIONAL GUIDELINES INCLUDED IN THE TOWN OF YARMOUTH
0 , 8• POSTS I ; ;. + MLW=o.O CONSERVATION COMMISSION ORDER OF CONDITIONS, AND OTHER AUTHORIZATIONS
CONDMONDNGTHE WORK ACTIVITY.
N 7. AT COMPLETION, THE WORK AREA, ACCESS AREA AND BEACH BERM SHALL BE LEFT IN A
1 X _ DBENT UNIFORM VEGETATED COIVDTT[ON RESEMBLING THE PRE CONSTRUCT ION CONDITIONS.
PROFILE A—A PROPOSED DREDGE
V {� SECTION (50 C.Y.)
1' = 10 V � V CLEAN SAND
-10 -
1 20 30 40 50 60 .70 80 90 100 110 120 PLAN
SHOWING
PROPOSED PILE SUPPORTED PIER WITH RAMP AND
2,x4, w/ 2.6 2•,4• .� 2x6' RAIL CAP PILE HELD FLOAT WITH DREDGING
RAIL CAP - - v 4'x4' RAIL IN BASS RIVER
AT
.� POST 2•r4• MORAIL o n
MCI( COASTAL BANK 66 RIVER STREET SOUTH YARMOUTH, MA
APPROX. 9 C.Y.
2'x6• DEWNG - - 139, SLOPE � ; ' STORAGE o" ASSESSORS MAP 43, PARCEL 37
sx6 3'.e c (3) 3.e s1RMD�Rs _ N PREPARED FOR
61PoNGERS 3•a9• sP� GAP - _ R - - - 5 EMATE,� - JEFF. CHIZMAS
' ' \ 3',8• SPOT CAP ' -
�'� a
RUNGDIA. _ _ - MHW=2.8
2' c ` JANUARY O5, 2012 SCALE -AS NOTED
BEACH �-^-'.
PREPARED BY
0 ' =,Y CAPE COD ENGINEERING, INC.
0 5 10 15 20 25 30 ROBERT M. PERRY, P.E.
TYPICAL PIER FRAME DETAILS PROFILE .A=A DEWATERING BASIN r P` P.o.BOX lsl7
+` ? EAST DENNISMA 02641
(NO SCALE) 1• 5' ®, L "-• '
. CHIZMAS PIER.DWG •� 508-385-1445