HomeMy WebLinkAbout83-1913 - Site Plan002I
DATUM(VOTE. N I MOORINGLL / BUOYo
ELEVATIONS SHOWN HEREON ARE BASED °
ON THE MEAN LOW WATER DATUM (MLW) 3;
Buoy I
ROUTE 28
• p
t o
50-
14' 40•, E 1 '
227'1 N
BENCHMARK: i IPROPOSED 4' OFF DR.
t TOP OF CONCRETE BOUND NIDE PIER !
ELEV. = 12.61 (MLW) j 69'
' LOCUS
PROPOSED 4'. 1 �z I I PROPOSED �`� � oUv ► m I NANTUCKET SOUND
NIDE WALK I 6' WID m
I I PIER -• YARMOUTH. MA
SEG T'
I Q
.� m � KEY MAP
Wi 1" i r i l NO SCALE
A" W i li i ROPOSED
DEWATERING j' 3'x16` RAM
4 o EXIST I . DEPRESSION I :
I. STEPS A A EXISTNG I
�r�/,!_ EX — STONES i / ! / GENERAL NOTES
a� _rS1)nG PATH I o r W/ RING j 1pOt(.
i / I ! N I SCHOFIEL BROTHERS OF CAPE COD, ORLEANS, A
1TOPOGLiYlHC DATA OBTAINED BY
S 1 8 )
i PROPOSED SILTATION I � LORING
: BENC&IIARKANDAYDROGRAPffiCELEVATION
CURTAIN TO BE RELATIONSHIP DATA EETERMINED AND PROVIDED BY CAPE
.. o:. z / BALL EN
or v DEPLOYED DURING COD ENGINEERING"INC.
o PROPOSED 0-005
Z
, } _ ( DREDGE AREA + '; DREDGING WORK �aooRlNc 2. ELEVATIONS REFER TO MLW-0.0. THE MEAN TIDE RANGE
IN BASS RIVER IS TAM AS 2.8 FT. WITH MHW ELEVATION
;:
1 / BALLo I / RELATIVE TO NGVD DPTERMIlI'ED BY THE MEAN TIDE LEVEL
N 50' T 4' 40" W
METHOD. FOR ADDM0NAL BENCHMARK EWORMATION,
259~1 , E I 3. CONSTRUCTION ACCESS SHALL BE PRIMARII Y BY THE
PIPE I / BUOY _ RI'VERWITH LIMITED ACCESS DIRECTLY THROUGH THE
I / o I PROPERTY.
4. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY FOR
PHdNG INSTALLATIONAND THE LIrIITED DREDGING WORK
(SEE DREDGING NOTES)
S. WHERE NAVIGABLE W.1TER PERMITS, PH.INGS SHALL BE
/ HAMMER DRIVEN. MD, PH.ING EMBEDMENT DEPTH
SHALL BE 12 FT. •
6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF
a / HOT DIP GALVANULED STEEL OR EQUAL.
e w 1 7. ALL TIMBER USED SHALL BE CONSISTENT WITH YARMOUTH
PLAN
q .. - I - - CONSERVATION COMMISSION REQUIREMENTS: NON -CCA
�„ � � �' TREATMENT, NATURAL WOOD OR COMPOSITE,
! ' -7 �I NON-LEACHINGMATEIUAIS.
30 15 0 30 90MOORING
" - • 8. SEE TYPICAL DETAILS FOR GENERAL FRAMING
v..>
BALL o _ REQUIREMENTS.
- 9. DECK PLANK SPACINGSHALL BE AMLNIMUM OF'/ INCH.
DREDGING NOTES 10. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE
1 inch = 30 ft 1. DREDGING WORK INVOLVES REMOVAL OF APPROXIMATELY 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 DEBRIS ON A DAILY BASIS,
20 UPLAND PATH THROUGH THE SUBJECT PROPERTY AND A LIMITED WORK AREA ON THE 11. RAMP AND FLOAT REMOVAL SHALL BE AT A SUITABLE
PROPOSED WALKWAY PROPOSED NER BEACH.
OFF-SITE LOCATION.. THE FLOAT SHALL NOT BE STORED
(2) 10 ANCHOR PILES 3. A WORK LBUT SHALL BE CONSTRUCTED OF TRENCHED EN STAKED FABRIC SILT FENCE ANYWHERE WITHIN THE RESOURCE AREAS OR THE BUFFER
' L TO LMI T THE ACCESS AND WORK AREA ZONE ON THE PROPERTY.
PROPOSED
STAIRS FOR PUBLIC THRU PASSAGE, DECK aAa>N 8,6' FOR a 3'x:6' RAMP 4. THE ABOVE WORK ACTIVITY LIMIT SHALL BEDETERMWED,LAYEDOUT AN'DREVIEWED 12, REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS
— WITH THE DREDGING CONTRACTOR PRIOR TO DIITTATING THE PROJECT ACTIVITY, PROJECT BY THE YARMOUTH CONSERVATION COMMISSION
10 5. DREDGED MATERIAL SHALL BE PLACED IN SMALL (5 TO 10 C.Y.) QUANTIFIES AND AND OTHER AGENCIES FOR CONSTRUCTION SCHEDULE AND
If _ RPO W
PROPOSED sED ALLOVi ED TO DEWATER TO BELOW SATURATION PRIOR TO TRANSPORT OFF SITE NO ADDITIONAL PROCEDURES AND GUIDELINES.
K 8'x24' FLOAT m ADDITIONAL GROUND DISTURBAN'CESHALL RESULTEXCEPTIN THE AREAS PROPOSED
17 PIP) FORDREDGLYG DREMGACCESS,MATERIALTRANSPORT ANDDEWATERING.
MHW=2.8 '
11 �� 6. FOLLOW ADDMONAL GUIDELINES INCLUDED IN THE TORN OF YARMOUTH .
a . CONSERVATION COMMISSION ORDER OF CONDTION AND OTHER AUTHORIZATIONS
o i e' Posts M w=o;o S
nEClc v _.I I I i CONDTIONINGTHEWORKACTIVITY.
ELEV. . TO BF. 4 FT. ABOVE SAL f MARSH GRASSES TO T1A 7. AT COMPLETION, THE WORK AREA, ACCESS AREA AND BEACH BERM SHALL BE LEFT IN A
<MOTJN'DELEV. .35. u I % - N %
-."' ;
PILE DIA
i �UNHOR'H, VEGETATED CONDITION RESEMBLING TTID PRE -CONSTRUCTION CONDITIONS.
PROFILE A -A z
j i PROPOSED DREDGE
" I
XI SECTION i CLEAN SAND 50 C. Y.)
-10
20 30 40 50 60 70 `.:.. 80 90 100 110 120
'PLAN
SHOWING
PROPOSED PILE SUPPORTED PIER WITH RAMP AND
' 2•x4• .% r>;e : • 2 ,� •/ 2'xs a u cFP PILE HELD FLOAT WTI'H DREDGING,
RAL CFP. - IN:BASS RIVER
FC6T RM . . fx4 M DRFIL : S+ ,,. AT
' 48 ConsraL BANK
66 RIVER STREET "SOUTH YARMOUTH, MA
DECx PLANK SPACING MIN. _ /a [:VC9i APPROX..9 C.Y. '-
r s DECKING - 13% SLOPE � ; STORAGE � o ASSESSORS MAP 43, PARCEL 37
— PREPARED FOR
5x8' YxB• BeRs,A�CE (3) SSB• 51RINf£RS - : o � y -
STRNq - f }•x8• spur CFP _ _ _ _ _ 5 _ .DREDGED N a
- -- MATERIAL _ TEFF XMAS
_ CHI
Yxs, SPOT CFP -
ci tD' Du t2' MHW-2 8 . �'`-' cT'.:.
} eRP / Riuec� JANUARY OS, 2012 SCALE = AS NOTED
/ _. .•.••---.,�....-,..__�....._ ------'_—^^^ _-- .BEACH - i` .:d"-1. _A -.:-