HomeMy WebLinkAboutPlan 5.21.2024El D Li _ TO GROUND OUT)
L — — — — —
LO DISTANCE TO CHANNEL 535'
KELLEYS BAY
CLAM VIEW
LAND SUBJECT TOO CSF
SCALE: 1"= 20'
LANDCONTAINING
SHELLFISH
COASTAL BEACH
LAND
UNDER OCEAN
COASTAL BANK
I
I
I I
I I I
PROPOSED STRUCTURES
FROM
MHW TO END - 80'
I I
MHW
MLW
I
EXISTING STAIRS TO BE
PROPOSED
52' X 4'
PROPOSED 3' X 20'
REPLACED
PIER ELEV.
7.0 MLW
RAMP
PROPOSED 10' X 20'
0
FLOAT
9
7
p y
'}
o
9
7
0
0
0
e e
e
1�
3
.....................
M HW3
.... ......
1
1
1
MLW 1
..............
3
...
.... ....
10 0
10
0 30
40
50
60
0
80
LAND
�
EXISTING
GRADE
CONTAINING
PROPOSED 2 10" PILINGS
2 PROPOSED 10"
PROPOSED 12
SHELLFISH
AT TERMINATION OF PIER
DIAM. PILES
DIAM. PILES
15 FEET LONG
16' OC 20 FEET LONG
SCTI00 A
A
SCALE: 1 "= 10'
A
COMPOSITE PILE NOTES
351 sa49
1. ALL COMPOSITE FOUNDATION PILES SHALL BE PIERSON PILINGS
s°
sa
2. BEFORE ANY PILES ARE DRIVEN, A CERTIFICATION SHALL BE
34 147 22
SUBMITTED, CERTIFYING THAT THE PILES WERE FREE OF NON —APPROVED
16 �`a rs i6
CHEMICALS AND APPROVED BY THE CONSERVATION COMMISSION.
343 14 ` 2f 42
3. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL
4 17 s°
TO CLOTH AND SHALL MEASURE AT LEAST EIGHT INCHES (10 AND 12") IN
11 32
DIAMETER AT THE TIP.
s �Jc
4. EACH PILE SHALL BE INSTALLED BY MECHANICAL MEANS, IN ONE PIECE,
14 ,
WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN
13 17 p 6
SECTIONS A—C OR REFUSAL. ENGINEER SHALL BE NOTIFIED IF REQUIRED
is as r ss
DEPTH CAN NOT BE ATTAINED.
1°
71
iT rivE
as
5. DURING THE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN
'N,,,ew
cc'
DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD TO THE
i6
POSSIBILITY OF BREAKAGE OF THE PILE, AND IF SUCH SUDDEN DECREASE
04 74
IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA, AND
_
IF THE PILE CANNOT BE REMOVED FOR INSPECTION, IT SHALL BE
-
CONSIDERED ADEQUATE REASON FOR THE REJECTION OF THE PILE.
6. JETTING, AUGURING AND OTHER METHODS OF PRE —EXCAVATION TO
ACHIEVE THE MINIMUM TIP ELEVATION ARE PERMITTED WITHOUT
KEY MAP
PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED, THE
NO SCALE
PRE —EXCAVATION MUST BE CARRIED OUT IN A MANNER WHICH WILL NOT
IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE.
IMMEDIATELY AFTER COMPLETION OF JETTING OR AUGURING, THE PILE
I REFERENCES:
PLAN
PLAT
SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE —EXCAVATION AND
V
DRIVEN BELOW THIS DEPTH TO THE REQUIRED DEPTH SPECIFIED HEREIN.
LC CERTIFICATE C2290620
PLAN BOOK 303, PG 88
7. THE PILE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE
LAND PLAN 17002B SILT 1
DRIVING LOG FOR EACH PILE.
LICENSE BOOK 167 PG.14
LICENSE PLAN BOOK 167 PG, 14
DATUM NOTC
SHELLFISH SURVEY PLOT SAMPLING RESULTS-
60 GRANDVIEW SO YARMOUTH
TRANSECT#
PLOT#
A
B
C
D
E
80,
0
CH 6Q LN
9Q3LN 3CH
1Q
LN Q
70'
Q LN SNACK
0
Q
2CH 2Q
2Q 2CH
60'
7Q CH
6Q 2CH
0
0
2LN 2CH
50'
3Q
0
CH Q
2Q
3Q
40'
2Q CH
4Q
Q LN CH
2Q CH
0
30'
2QLNSEED
4QSEED
Q
2Q LN
0
20'
CH 2Q
4QCH SEED
6Q CH 2LN
2LN 2CH
2LN CH
10,
STONES
STONES
STONES
STONES
STONES
KEY
OY = OYSTER
SHACK= DEAD SHELL
CH = CHERRYSTONE
Q = QUAHOG
LN = LITTLENECK
SEED = QUAHOG SEEDLING (<1")
SHELLFISH SURVEY
33'-4'" SECTION, TYPICAL
PIER PLAN VIEW DETAIL
NOT TO SCALE
0
ELEVATIONS SHOWN HEREON ARE BASED ON
NAVD88
MLW =-1.1'
NAVD88=0.0'
MHW = 1.8'
H11 = 2.8'
D 000 NOTE;
YARMOUTH. MA
FLOOD ZONE AE 11 NAVD88 AS SHOWN ON
FEMA EFFECTIVE DATE: JULY 6, 2014
PANEL NUMBER 25001CO591J PANEL
#591-875
4'
2x6 HANDRAILS
ROUT EDGES
- 2x4
-2x4 SIDE RAILS W
3/8"0 THRU BOLT
2x6 DECKING (EAST
WEST ORIENTATION)
8x8 BEAM
12"0 x 20'
COMPOSITE
PILE
w
4x4 POSTS (TYR)
2 — 2x10 STRINGERS
(EACH SIDE) W/2 —
5/8"0 THRU BOLTS @
POST CONNECTOR
-2— 3/4"0 BOLTS
ALUMINUM BRACKET
SEE DETAIL
EXISTING
GRADE
WA L K WA H SECTION -
NOT TO SCALE
REV1S10NS:
No. DATE
1 05-21-2024
CHANGED PIER RAMP FLOAT 1
GENERAL NOTES:
GENERAL NOTES:
1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR
CONSTRUCTION OF PERMANENT PIER AND FLOAT AS
DESCRIBED AND SHOWN ON PLAN AND DETAILS.
2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH
THE PLANS, SPECIFICATIONS AND THE ORDER OF
CONDITIONS ISSUED BY THE HYARMOUTH CONSERVATION
COMMISSION.
3. ACCESS TO BE FROM THE PATH ON THE APPLICANT'S
PROPERTY, OR FROM WORKING BARGE. WORKING BARGE
NOT TO BE LOCATED OVER MARSH AT ANY TIME. STAGING
AREA FOR MATERIALS TO BE IN THE APPLICANT'S
DRIVEWAY.
4. METAL TO BE HOT DIPPED GALVANIZED AFTER
FABRICATION. ALL TIMBER IN CONTACT WITH GROUND AND
UNDER WATER TO BE NON ACQ OR CCA PRESSURE
TREATED
5. NO HEAVY MACHINERY OR EQUIPMENT TO OPERATE IN
THE MARSH.
6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER
PRIOR TO CONSTRUCTION.
8. DISTURBED AREAS TO BE REVEGETATED TO MATCH I
PRE —CONSTRUCTION CONDITIONS.
10. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE
3/4", WITH PLANKING ORIENTED NORTH —SOUTH.
TI SCE:
PREPARED FOP:
L EGCO
Aldo Ruscito
EXISTING 60 Grand View Dr.
o BOUND Yarmouth, uA 02673
20' PERMANENT PILE ROCK REVETMEN
LIMIT OF WORK
TB-2
TEST BORING DATE: 04222024
2 - 2x10 STRINGERS O MOORING COMP./DESIGN: ROY OKUROWSKI P.E.
(EACH SIDE) W/2 —
5/8"0 THRU BOLTS @ CHECK: REO
POST CONNECTOR 10 CONTOUR
DRAWN: REO
x-3.4 SPOT GRADE
SCALE: 1"-20' HOR
JOB NO.. 60 Grand View Drive
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