HomeMy WebLinkAbout83-1003 - Sections & DetailsI
IT�"xG"GJRGE _:F/N!1/IEDrjA'.40E'_
t I
t
�Gbx/L IQ
01 / ai8 �i9T! E-ACN P/GE t/6UC rGE y
�p/,�T/.uC� BUCd'f/�D & P2oPd3L'D. T/F/BE,P_P/GE BULKXE-ADS : ,�O �J C!c x / 2 v
}411-uJ!///ouS �U,PFAcE ToP oF/�IAGG 6CEj: •oB.D _ _-- x J0"
b 1 �-oBE�Es/dvEO v x6"GIAGE-a -7 DEADNAu
o L
0P of e0k-- 3G AB "AV N/y N V
h
COMPACTED/Z"dUB8A3E_ PO/l1 T) E-(-EK.=OCn, 4 F/J/73XEA BaT'raiY -
- I •. r I PRO^0.iE•D-8" rl//cK-,PE/.VfG.QCEO ,• n
'q u(/OC P Got/c, JCA$
G x6 !✓FCE
COwC. 5ZA8ti SEC TYP 6FcT70.(1
I� II II 6Itccr e
6/TUH///otJ6 1l�pFAGE 7,0 gE
SENO GEO x
to h
STEEL SNE'cT Pli lAj& %/J�fB E•R UG K f/EA17
1 - --� - - - - - - - SCAGC: J't 5'
=Zo -/o O /0 20 30 • go 5o Go 90 L i '/y"7-91Ck
PAn5 DocrG wAsclE2
01AA lEC WALES
V
o ti TYP/cAc__ --:rr 774' v_of•
SKEET. .STEEL_ P/GE 50CK11"ofRL7
IIID
t�rA
�,��E.v ,STS' Vic✓/DE- __ �� 1��
7-0P OF E'X0 x11.14, 6(
PACO Po 5 EO
E+ULKNCAD
ex10 ? Po Po S E -D
�xisrarJG �, �
EGEV=-o3.0 7
/ �%/� PeoPo.sZ'D BOTTOM
Iar/ Bo TTo /Y
NN&1 s'cEv- z.8
NG(a ECCV.+O.O
6LEV 0/JACO =-oZ. O 0O
� Y) k
D
/!O. /o0 90 80 70 GO 30 ¢o - 3o 80 /o O -/O -ZO -30 _40
SCALE: 1"=20'
7L' `,16P6
ti 4 p��•(
110'
t p
vqt o� p��2
, u
",+ to h'
L -
�FIL TER FA$,2/G
%�'P/CAC. 74f' -y1ECJ of
CriO 0 D A.tlD `'S NE E' T TEED'
1-o"tTYP� t(/'3,PEBR,p•2=o"Lolly
°
�„ - pE,n •sem
��PERSE jK/5
ETD o,UL Y
CONSTRUCTION NOTES
1. Existing bulkheads slated for removal shall be
removed simultaneously with excavation of
existing backfill adequate to create an earth
slope of not steeper than 3 horizontal to 1
vertical where such slopes meet the waters of
Bass River.
r2. Excavated backfill shall be stockpiled for.
replacement behind the new bulkhead.
3. Disposal of existing bulkhead and pier
components
All demolished timber and/or hardware shall be
disposed of off site in a suitable location.
Such disposal of demolished material shall be
the responsibility of the Contractor.
4. Dredge spoils -
Dredged material shall be used as backfill for
the bulkhead replacement work. Excavate
material behind the existing wall until water is
encountered. Remove excavated material from
site. Replace backfill with dredge spoil
material from the designated locations. Excess
dredge spoils and dredge spoils from the boat
haul cut and designated areas shall be buried in
a prepared excavation in the area indicated on
the site plan.
5. A siltation boom shall be deployed surrounding
those areas of proposed dredging during the
dredging work in those areas.
6. Protection of existing utilities -
The Contractor shall be responsible for
PC I
CJATEQ �"-y.: protection of existing utilities from damage or.
- interruption of service during excavation or.
COL/C'ErE SLAB filling work.
/lL0-.�'GRLE
7. Fill material classification -
I A All fill material shall be free of frost,
�Ek/dT/,c)y r lzAe�
frozen material, trash, organic matter and
Z
Jowr.5 6)
2.14
II
i I
Tt
iso
6-x G" -/Ox 10 6101/ (
....8"
W
o
B. Material to be used for compacted fill under
RIVER SAND 9(GRAVEL--1/2",
LP
&(!EKP,9,U.JJo,u
L
Jo/,uj-
pavements and walks shall be selected
'l
tlgp
WATER, LG (GAL -US)
,l
G E �Eyf
�6 GPA_13,�0�
f
a,�O�G
`
1.35
0
0Op�U�¢
�
t
TOTAL
Q
„
WR GRACE WRDA 15, 02 -US
PROVIDE
W
Ni ,
1 j
ku
q,
�
N/NJ rOtt r -
EXPAA1d/o/J
M -TAIL STEEL SHEET PILING 4
3
0.47
J01.0T IY.oT'L
STEEL SYCrr
SLUMP, IN
e"oe a°p a°D
ti
atj
'�3 .e E8,9,P (g7
V
o ti TYP/cAc__ --:rr 774' v_of•
SKEET. .STEEL_ P/GE 50CK11"ofRL7
IIID
t�rA
�,��E.v ,STS' Vic✓/DE- __ �� 1��
7-0P OF E'X0 x11.14, 6(
PACO Po 5 EO
E+ULKNCAD
ex10 ? Po Po S E -D
�xisrarJG �, �
EGEV=-o3.0 7
/ �%/� PeoPo.sZ'D BOTTOM
Iar/ Bo TTo /Y
NN&1 s'cEv- z.8
NG(a ECCV.+O.O
6LEV 0/JACO =-oZ. O 0O
� Y) k
D
/!O. /o0 90 80 70 GO 30 ¢o - 3o 80 /o O -/O -ZO -30 _40
SCALE: 1"=20'
7L' `,16P6
ti 4 p��•(
110'
t p
vqt o� p��2
, u
",+ to h'
L -
�FIL TER FA$,2/G
%�'P/CAC. 74f' -y1ECJ of
CriO 0 D A.tlD `'S NE E' T TEED'
1-o"tTYP� t(/'3,PEBR,p•2=o"Lolly
°
�„ - pE,n •sem
��PERSE jK/5
ETD o,UL Y
CONSTRUCTION NOTES
1. Existing bulkheads slated for removal shall be
removed simultaneously with excavation of
existing backfill adequate to create an earth
slope of not steeper than 3 horizontal to 1
vertical where such slopes meet the waters of
Bass River.
r2. Excavated backfill shall be stockpiled for.
replacement behind the new bulkhead.
3. Disposal of existing bulkhead and pier
components
All demolished timber and/or hardware shall be
disposed of off site in a suitable location.
Such disposal of demolished material shall be
the responsibility of the Contractor.
4. Dredge spoils -
Dredged material shall be used as backfill for
the bulkhead replacement work. Excavate
material behind the existing wall until water is
encountered. Remove excavated material from
site. Replace backfill with dredge spoil
material from the designated locations. Excess
dredge spoils and dredge spoils from the boat
haul cut and designated areas shall be buried in
a prepared excavation in the area indicated on
the site plan.
5. A siltation boom shall be deployed surrounding
those areas of proposed dredging during the
dredging work in those areas.
6. Protection of existing utilities -
The Contractor shall be responsible for
PC I
CJATEQ �"-y.: protection of existing utilities from damage or.
- interruption of service during excavation or.
COL/C'ErE SLAB filling work.
/lL0-.�'GRLE
7. Fill material classification -
I A All fill material shall be free of frost,
�Ek/dT/,c)y r lzAe�
frozen material, trash, organic matter and
Z
Jowr.5 6)
2.14
II
i I
8
T/E 8ACx ,20D
iso
6-x G" -/Ox 10 6101/ (
....8"
LP
o
B. Material to be used for compacted fill under
RIVER SAND 9(GRAVEL--1/2",
LP
&(!EKP,9,U.JJo,u
L
Jo/,uj-
pavements and walks shall be selected
a'
HIPA&I
WATER, LG (GAL -US)
284 ( 34.0)
granular material, well graded within the
following limits:
AIR ENTRAINMENT, %
a,�O�G
`
1.35
0
N
�
� Q
TOTAL
_
Sieve Size Percent Finer by weight
WR GRACE WRDA 15, 02 -US
18.0
Ni ,
1 j
WP Gr -ACE AIRALON, 02 -US
3 in. 100
No. 4 30-95
2.4
M -TAIL STEEL SHEET PILING 4
3
0.47
No. 40 5-50
SLUMP, IN
e"oe a°p a°D
e•°O
$
atj
'�3 .e E8,9,P (g7
04AIQlUEL WALES
141.3
WI
P,eOPO S ew 3'[J x 3014
hot
TO INCREASE SULFATE
RESISTANCE
Compacted fill in a dewatered condition shall
I.
b N
0
be placed in layers not exceeding 6 inches in
ToPoFEx/ST/Ny & --
7POPo ry/
h
-�
PRaPO�E-D T/N6EPBULKNE40^�
YAR/ABGC HE/ s'T ELEV. 9.rJ TO 0,0
i (
h 1(
l FELNEY
J
C-4. 13
3/8
T/E/'OD w�Tup BUGKLE.E1
�_
e7& /3 =,
p
BULKNfAb'
-
in accordance with ASTM Test Designation
�vicc'n'
A 6 PAcllll/ 61=00041
eGx/3
D1557.
TesP_aFPK'oPOSED.
ti
C. Common fill not specified for roadways and
walkways shall be of clean, inorganic
i
-\c/succReEPJ2cr;•GAAT3DTrYs71ZR4�TC
�'
Z.17
3[AB? �C .cgST /(J-PGOCL'
material from excavation or dredging and
U
N
shall be placed in layers not exceeding 10
d
DCc r LEY.
inches in loose thickness and compacted to 90
76P 13
NUER
ri
accordance with ASTM Test Designation D1557.
/V//Gl"m e. a
8.
Subgrade Preparation -
W
p 2£ PJB E'� b UB BAS
C(ee,/ "J TA'/Cxi to --
A. Subgrade shall be free of trash, vegetation,
lumber and organics.
B. Provide a pavement foundation of at least 6
'
inches of clay hardening compacted in 6 inch
_ ___ _ ____.
maximum lifts to 958 of the maximum dry
"
density as determined by the modified Proctor
2 rEEL
in accordance with ASTM Test Designation
/gqHEE%/..✓
i,
D1557.
9.
Pavement -
Firl/s//ED
The pavement for parking areas am roadways
dcAce; `
shall consist of 2-coueses of Claes 1 bituminous
concrete: 2" binder course with a 1" top course.
t)
No pavement work shall be done during rainy
R _
weather, upon saturated surfaces, where water is
st$nding, where the temperature is less than
V
Q
APPeoK. GOCATlo,U:OF-/ZoOdSED._fdff7S�_D01fRT
&"co R B
too- -
I -N
,
Il
10.
Loam and Seeding -
BoTTo// AFTE C,OQEb4JJ/4
All disturbed areas where pavement and walks are
LIQ
not called for, shall receive a 4" minimum layer.
6,,oD DF BoAT RAMP
Y4 "COPE FIL(EQ EKPAtJ!/du
ko
of loam, and shall be planted with grass seed
.)01,U7' Q 321-0"oc
+
suitable for coastal exposure. Seeded areas may
be treated with lime. Nitrogen fertilizer. is
8"eU PB
not recommended.
11.
Hardware -
A
All hardware used in conjunction with the
F[//,(/
proposed timber bulkhead and pier construction:
nails, bolts, nuts, washers, tieback rods,
clamps, hangers, and fasteners shall be rated
for marine application, steel hot -dipped
PROVIDE %g'GlIDE¢eooVED
galvanized.
V
o ti TYP/cAc__ --:rr 774' v_of•
SKEET. .STEEL_ P/GE 50CK11"ofRL7
IIID
t�rA
�,��E.v ,STS' Vic✓/DE- __ �� 1��
7-0P OF E'X0 x11.14, 6(
PACO Po 5 EO
E+ULKNCAD
ex10 ? Po Po S E -D
�xisrarJG �, �
EGEV=-o3.0 7
/ �%/� PeoPo.sZ'D BOTTOM
Iar/ Bo TTo /Y
NN&1 s'cEv- z.8
NG(a ECCV.+O.O
6LEV 0/JACO =-oZ. O 0O
� Y) k
D
/!O. /o0 90 80 70 GO 30 ¢o - 3o 80 /o O -/O -ZO -30 _40
SCALE: 1"=20'
7L' `,16P6
ti 4 p��•(
110'
t p
vqt o� p��2
, u
",+ to h'
L -
�FIL TER FA$,2/G
%�'P/CAC. 74f' -y1ECJ of
CriO 0 D A.tlD `'S NE E' T TEED'
1-o"tTYP� t(/'3,PEBR,p•2=o"Lolly
°
�„ - pE,n •sem
��PERSE jK/5
ETD o,UL Y
CONSTRUCTION NOTES
1. Existing bulkheads slated for removal shall be
removed simultaneously with excavation of
existing backfill adequate to create an earth
slope of not steeper than 3 horizontal to 1
vertical where such slopes meet the waters of
Bass River.
r2. Excavated backfill shall be stockpiled for.
replacement behind the new bulkhead.
3. Disposal of existing bulkhead and pier
components
All demolished timber and/or hardware shall be
disposed of off site in a suitable location.
Such disposal of demolished material shall be
the responsibility of the Contractor.
4. Dredge spoils -
Dredged material shall be used as backfill for
the bulkhead replacement work. Excavate
material behind the existing wall until water is
encountered. Remove excavated material from
site. Replace backfill with dredge spoil
material from the designated locations. Excess
dredge spoils and dredge spoils from the boat
haul cut and designated areas shall be buried in
a prepared excavation in the area indicated on
the site plan.
5. A siltation boom shall be deployed surrounding
those areas of proposed dredging during the
dredging work in those areas.
6. Protection of existing utilities -
The Contractor shall be responsible for
PC I
CJATEQ �"-y.: protection of existing utilities from damage or.
- interruption of service during excavation or.
COL/C'ErE SLAB filling work.
/lL0-.�'GRLE
7. Fill material classification -
I A All fill material shall be free of frost,
�Ek/dT/,c)y r lzAe�
frozen material, trash, organic matter and
-
Jowr.5 6)
2.14
ATLANTIC NEWCEM SLAG TYPE
debris.
iso
6-x G" -/Ox 10 6101/ (
....8"
LP
1100
B. Material to be used for compacted fill under
RIVER SAND 9(GRAVEL--1/2",
LP
&(!EKP,9,U.JJo,u
L
Jo/,uj-
pavements and walks shall be selected
a'
HIPA&I
WATER, LG (GAL -US)
284 ( 34.0)
granular material, well graded within the
following limits:
AIR ENTRAINMENT, %
a,�O�G
`
1.35
0
N
�
� E�1 b¢
TOTAL
_
Sieve Size Percent Finer by weight
WR GRACE WRDA 15, 02 -US
18.0
Ni ,
1 j
WP Gr -ACE AIRALON, 02 -US
3 in. 100
No. 4 30-95
2.4
WATER/CEMENT RATIO,' LBS/LD
3
0.47
No. 40 5-50
SLUMP, IN
e"oe a°p a°D
e•°O
$
'�3 .e E8,9,P (g7
No. 200 0-8
141.3
WI
USE SLAG CEMENT WITH PORTLAND
TYPE II
TO INCREASE SULFATE
RESISTANCE
Compacted fill in a dewatered condition shall
I.
b N
be placed in layers not exceeding 6 inches in
TN/.3 E.UD o/f el -84t? ro
h 1(
l FELNEY
J
loose thickness with each layer being
compacted to 958 of the maximum, dry density
in accordance with ASTM Test Designation
�vicc'n'
D1557.
ti
C. Common fill not specified for roadways and
walkways shall be of clean, inorganic
i
b
material from excavation or dredging and
o
N
shall be placed in layers not exceeding 10
d
inches in loose thickness and compacted to 90
percent of the maximum dry density in
accordance with ASTM Test Designation D1557.
8.
Subgrade Preparation -
>
A. Subgrade shall be free of trash, vegetation,
lumber and organics.
B. Provide a pavement foundation of at least 6
'
inches of clay hardening compacted in 6 inch
_ ___ _ ____.
maximum lifts to 958 of the maximum dry
Ty PleF7C_.�EC Y/ON ��
density as determined by the modified Proctor
2 rEEL
in accordance with ASTM Test Designation
/gqHEE%/..✓
D1557.
9.
Pavement -
The pavement for parking areas am roadways
dcAce; `
shall consist of 2-coueses of Claes 1 bituminous
concrete: 2" binder course with a 1" top course.
t)
No pavement work shall be done during rainy
R _
weather, upon saturated surfaces, where water is
st$nding, where the temperature is less than
40 F or where there is frost in the ground.
&"co R B
too- -
I -N
,
10.
Loam and Seeding -
All disturbed areas where pavement and walks are
not called for, shall receive a 4" minimum layer.
Y4 "COPE FIL(EQ EKPAtJ!/du
ko
of loam, and shall be planted with grass seed
.)01,U7' Q 321-0"oc
+
suitable for coastal exposure. Seeded areas may
be treated with lime. Nitrogen fertilizer. is
8"eU PB
not recommended.
11.
Hardware -
A
All hardware used in conjunction with the
F[//,(/
proposed timber bulkhead and pier construction:
nails, bolts, nuts, washers, tieback rods,
clamps, hangers, and fasteners shall be rated
for marine application, steel hot -dipped
PROVIDE %g'GlIDE¢eooVED
galvanized.
BoA1- .PAN
o,R .Bald Cur eo,vreoc
YIELD, CU FT
ATLANTIC -TYPE II, LP
Jowr.5 6)
2.14
ATLANTIC NEWCEM SLAG TYPE
1S, LB
iso
6-x G" -/Ox 10 6101/ (
....8"
LP
1100
Corr PYLLEDII¢"/1/J/)
RIVER SAND 9(GRAVEL--1/2",
LP
&(!EKP,9,U.JJo,u
4,26
Jo/,uj-
LD
1030
HIPA&I
WATER, LG (GAL -US)
284 ( 34.0)
E1lc// •41DE
AIR ENTRAINMENT, %
Po(iRCD
1.35
TOTAL
27.00
WR GRACE WRDA 15, 02 -US
18.0
WP Gr -ACE AIRALON, 02 -US
2.4
WATER/CEMENT RATIO,' LBS/LD
�
0.47
"
SLUMP, IN
e"oe a°p a°D
e•°O
$
'�3 .e E8,9,P (g7
141.3
1 EXPOSURE TO SEA WATER
USE SLAG CEMENT WITH PORTLAND
TYPE II
TO INCREASE SULFATE
RESISTANCE
TN/.3 E.UD o/f el -84t? ro
l FELNEY
J
�vicc'n'
t7
12. Lumber.
All lumber used in conjunction with the -pier and
bulkhead construction shall be of yellow pine,
pressure treated for marine application with CCA
chemical to a retention of not less than 2.0
lbs. per cubic ft. Field cuts shall be treated
with Osmose K-33 or equal wood preservative.
13. Steel Sheeting -
Steel sheet piles shall be as specified on the
detail sheet (Sheet 3 of 3). All steel sheets
shall be installed according to the plan. Such
installation shall be the responsibility of the
Contractor..
14. Site Cleanup All trash and debris resulting from the
construction shall be removed from the site.
Suitable vegetation, such as grass, shall be
planted to stabilize disturbed areas not paved
or otherwise prepared, immediately following
construction. Dredge spoils shall remain on
site for use as backfill or be disposed of in a
prepared excavation on site.
15. Boat Ramp Area -
Boat ramp area shall be dewatered and prepared
with dense graded processed stone and surfaced
with precast concrete slabs or cast in place
concrete slabs at owner's option. Subbase shall
be protected from erosion by placing "at grade"
retaining walls along the ramp perimeter. See
plan for. details.
16. Fuel and utilities replacement and/or
j installation shall be provided by others.
17. All pier and anchor pilings shall be set
by jetting, butt -end dawn or by impact
driving. Minim un embedment: 18 ft.
CONCRETE MIX DESIGN
4000 PSI
WEIGHTS PER CUPIC YARD (SATURATED, SURFACE -DRY)
CONSTRUC TION DETAILS
CROSS -,SECTIONS
FOR
WATERFRONT
SITE, PLAN
ON THE
BASS RIVER
IN
VMRMOTF (so.) MASSM
-FOR-
SHIP.
FOR-
SHIP SHOPS, INC.
SCALE: As Noted JULY 31, 1989
SCHOFIELD BROTHERS, INC
REGISTERED
PROFESSIONAL ENGINEERS, LAND SURVEYORS,
AND LANDSCAPE ARCHITECTS
ROUTE 6A-P.O. BOX 101 -ORLEANS, MASS. 02653
(508) 255 -2098
M
30),
YIELD, CU FT
ATLANTIC -TYPE II, LP
420
2.14
ATLANTIC NEWCEM SLAG TYPE
1S, LB
iso
0,99
RIVER SAND & GRAVEL --SAND,
LP
1100
7.27
RIVER SAND 9(GRAVEL--1/2",
LP
700
4,26
P.IVER SAND k GRAVEL --3/4",
LD
1030
6.42
WATER, LG (GAL -US)
284 ( 34.0)
4,55
AIR ENTRAINMENT, %
5.0 4/- 1.0
1.35
TOTAL
27.00
WR GRACE WRDA 15, 02 -US
18.0
WP Gr -ACE AIRALON, 02 -US
2.4
WATER/CEMENT RATIO,' LBS/LD
0.47
SLUMP, IN
4.00
CONCRETE UNIT WEIGHT, PCF
141.3
1 EXPOSURE TO SEA WATER
USE SLAG CEMENT WITH PORTLAND
TYPE II
TO INCREASE SULFATE
RESISTANCE
CONSTRUC TION DETAILS
CROSS -,SECTIONS
FOR
WATERFRONT
SITE, PLAN
ON THE
BASS RIVER
IN
VMRMOTF (so.) MASSM
-FOR-
SHIP.
FOR-
SHIP SHOPS, INC.
SCALE: As Noted JULY 31, 1989
SCHOFIELD BROTHERS, INC
REGISTERED
PROFESSIONAL ENGINEERS, LAND SURVEYORS,
AND LANDSCAPE ARCHITECTS
ROUTE 6A-P.O. BOX 101 -ORLEANS, MASS. 02653
(508) 255 -2098
M
30),