HomeMy WebLinkAbout60 Grandview Dr float pier site planCOMPOSITE PILE NOTES _
�xy _
1. ALL COMPOSITE FOUNDATION PILES SHALL BE PIERSON PILINGS r ;
2. BEFORE ANY PILES ARE DRIVEN, A CERTIFICATION SHALL BE J
SUBMITTED CERTIFYING THAT THE PILES WERE FREE OF NON —APPROVED '�
xQ y4.r'�� as' f 46
CHEMICALS AND APPROVED BY THE CONSERVATION COMMISSION. 345 ao. r '� x, Si'`
3. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL 4 .: � is �� >' 44V�
TO CLOTH AND SHALL MEASURE AT LEAST EIGHT INCHES 10 AND 12"'IN �., ��'' t, 4 ss
# 1 r __
DIAMETER AT THE TIP. ,
4. EACH PILE SHALL BE INSTALLED BY MECHANICAL MEANS, IN ONE PIECE,
�i+
WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN 13 . 4140
} '
SECTIONS A—C OR REFUSAL. ENGINEER SHALL BE N011FIED IF REQUIRED ;'' ' , 144
r
DEPTH CAN NOT BE ATTAINED.
5. DURING THE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN Lfiti x
DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD TO 1NE
POSSIBILITY OF BREAKAGE OF THE PILE, AND IF SUCH SUDDEN DECREASE e4
n
IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA, AND '1 LOCUS
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 PLAN REFERENCES:
SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE —EXCAVATION AND
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 FILE LAND PLAN 17002E SHT 1
DRIVING LOG FOR EACH PILE. LICENSE BOOK 167 PG.14
LICENSE PLAN BOOK 167 PG. 14
DA TUM NOTE:
SHELLFISH SURVEY PLOT SAMPLING RESULTS-
60 GRANDVIEW SO YARMOUTH
TRANSECT#
PLOT#
A
B
C
D
E
80,
0
CH 6Q LN
SIQ 3LN 3CH
1Q
LN Q
70'
Q LN SNACK
0
Q
2CH 2Q
2Q 2CH
60'
7QCH
60, 2CH
0
0
2LN 2CH
50'
3Q
0
CH Q
2Q
30.
40'
2Q CH
4Q
Q LN CH
2QCH
0
30'
20. LN SEED
4Q SEED
Q
2Q LN
0
20'
2CH 2Q
4Q CH SEED
6Q CH 21-N
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
ELEVATIONS SHOWN HEREON ARE BASED ON
NAVD88
MLW =-1.1'
NAVD88=0.0'
MHW = 1.8'
HTL = 2.8'
FLOOD 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 4x4 POSTS (TYP)
3/8"0 THRU BOL
13
2x6 DECKING (EA
'WEST ORIENTATION 2 — 2x10 STRINGERS
/ (EACH SIDE) W/2 —
5/8"0 THRU BOLTS
POST CONNECTOR
8x8 BEAM 2— 3/4"0 BOLTS
ALUMINUM BRACKET
SEE DETAIL
0
Z 12"0 x 20'
COMPOSITE
PILE
i \ 1
EXISTING
40' 70
70 GRADE
80 PROPOSED ACCESS FROM
LAND SUBJECT TOO CSF
---E D
—4 _
PLAN VIEW
SCALE: 1 "= 20'
I TO GROUND OUT)
cn DISTANCE TO CHANNEL =535'
KELLEYS BAY
LANDCONTAINING SHELLFISH Dow
COASTAL BEACH LAND UNDER OCEAN i
COASTAL BANK
� � I
I I
� I I
i I _ PROPOSED STRUCTURES FROM MHW TO END = 80'
1
� I I
MHW MLW
EXISTING STAIRS TO BE PROPOSED 52' X 4'
REPLACED _\ �� /—PIER ELEV. 7.0 MLW
9-
7
3
—3
—5
10 0
10
2 PROPOSED 10"
DIAM. PILES
15 FEET LONG
0 30 40
LAND
CONTAINING
PROPOSED 12" SHELLFISH
DIAM. PILES
16' OC 20 FEET LONG
SECTION A
SCALE: 1 "= 10'
PROPOSED 3' X 20'
RAMP
PROPOSED 2 10" PILINGS
AT TERMINATION OF PIER
PROPOSED 10' X 20'
FLOAT
9
7
5
MHW 3
— —3
---- —5
80
EXISTING
GRADE
WA L K WA Y SEC TI ON
NOT TO SCALE
REVISIONS:
No. DATE
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
PRE —CONSTRUCTION CONDITIONS.
10. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE
3/4", WITH PLANKING ORIENTED NORTH —SOUTH.
ENGINEER:
WRS ENGINEERING LLC
ROY OKUROWSKI
67 STETSON ST.
HYANNIS, MA 02601
TI TL_E:
60 Grand View Drive
Yarmouth, MA
Proposed Pier and Float
Permitting Plan
PREPARED •
2- 4x4 POSTS FOR RAILING SUPPORT 8x8 BEAM 2x6 HANDRAILS LEGEND
ROUT EDGES Aldo o Ruscito
II II II II II II II II II II EXISTING 60 Grand View Dr.
illl/ o BOUND Yarmouth, MA 02673
II II II II II II II II y 12"0 x 20' PERMANENT PILE ROCK REVETMEN
II II II II II II II } 2x6 DECKING (EAST/
LIMIT OF WORK
II II II II II II II WEST ORIENTATION
II II II II it II II� BOARD SPACING 1" MIN) T8-2
II II II II II it III 1;� TEST BORING DATE: 04-22-2024
2 - 200 STRINGERS MOORING COMP./DESIGN: ROY OKUROWSKI P.E.
(EACH SIDE) W/2 -
3S-4"SECO,TYMAL 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
PIER PLAN VIEW DETAIL
NOT TO SCALE
1 OF
1
20
10
0
20
40
0� /0 V �&C �/
4� 0 G12'�6 V16-�J 6 /2 7/). y,