HomeMy WebLinkAbout83-1742v o�rop�o�
Oc�o
W y O7U ry>m0
= L Nm
Fl¢fcpm 3"'pV
m OU.1
� z>Z �z3cmofO c,:
a yQLLp ,: ucc+�c mFo.op� �@
U [7�G Clam m'mm: �'a
=.J3¢ GOEm
Q� 0 mL OLONm
a—«m wo
O�Cm Cp
>E 50 0C
N/F
ROBERT AND ANN CHILDS
MAP 34 PARCEL 295
ESTATE OF MARY F. CLINE
C/O DANIEL J. FRANCHI, EXECUTOR
MAP 34 PARCEL 296
0
z )
.CL I
ACCESS ! I
BENCHMARK: ! ,
TOP OF RODCAP
ELEV=9.34 (NGVD) I ! b
,oma I
I
r
I
N/F
JAMES AND CONSTANCE RUHAN
MAP 34 PARCEL 297 PLAN
SCALE: 1'= 20'
�Ii� .. '
II ..��/F.�!I,�� ,vim
RUGOSA ft
/
to
ids' a S
_
J!
TIMBER , o
STEPS �A i
r_ -
I
o M;
��I
4
a
ze
I
10
I
GROINS
1 inch — 20 fL
TOP OF BANK
LMA SUB ECT M COASTAL STORM FLOWAGE _ I _
EXISTING CONCRETE SEAWALL
-` 10
20
SECTION A -A
SCALE 1'= 5'
MHW= 1.8
MLW= -1.1
30
PLAN REFERENCES:
ASSESSORS MAP 34, PARCEL 296
PLAN BOOK 191, PAGE 15
LAND COURT PLAN 9236 B
LAND COURT PLAN 9190 F
LAND COURT PLAN 13236 A
FLOOD ES A11 1'1) AND V13(EL.13)
AS SHOWN ON FEMA FlRM PANEL
#250015 0006 D REVISED JULY 2. 1992.
DATUM NOTE:
ELEVATIONS SHOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
DATUM (NGVD)
NOTES:
1. THE PURPOSE OF THIS PROJECT IS TO REPAIR AN EXISTING CONCRETE SEAWALL
BY REINFORCING THE TOE OF THE WALL AGAINST EROSION.
2. SUPPLY ALL MATERIAL. EQUIPMENT AND LABOR FOR REPAIRS M THE SEAWALL AS
DESCRIED AND SHOWN ON THE PLAN AND DETAILS.
3. PERFORMANCE OF THE WORK SHALL. BE IN COMPLIANCE WITH THE PIAN AND
DETAILS. AND ORDER OF CONDITIONS ISSUED BY THE YARMOUTH OMSERVA71ON
COMMISSION FOR THE REFERENCED PROJECT AND AS DESCRIBED BELOW.
4. ACCESS TO BE FROM UPLAND ON THE OWNER'S PROPERTY. STAGING AREA FOR
MATERIALS TO BE IN DRIVEWAY.
5. SHEEIING FOR FOOTING REINFORCEMENET Stall BE EITHER C -LOC QM
(VINYL), ENDURANCE 'ECLIPSE'. OR GEDGARD 30 (COMPOSITE). 6 FEET LANG. AND BE
DRIVEN SO THAT TOP OF SHEETING 6 APPROXIMATELY 2 1/2 FEET ABOVE THE WALL
FOOTING AS SHOWN ON THE DEFAIL
6. THE VOID BETWEEN THE SHEETING AND THE CONCRETE FOOTING SHALL BE FLUID
WITH 4.000 PSI CONCRETE SUITABLE FOR SALT WATER IMERSION. CONTRACTOR TO
SUPPLY MIX DESIGN FOR APPROVAL PRIOR M POUR.
7. TIMBER ACCESS STAIRS Tn BE REMONFD AND REINSTALLED AFTER CONSIRUMON
6 COMPLETE.
S. UPON COMPLETION, ALL DISTURBED AREAS TO BE RETURNED M THEIR
PRE -CONSTRUCTION CONDITIONS.
EXIST. GRADE
EXIST. CONC.
SEAWALL TO REMAIN
FILL VOID W/CONCRETE
a.. <
SECTION A -A DETAIL
SCALE: 1'= 2'
ALUMINUM CAP, T.O.W.
= 2.5'f NGVD
TAKMOUIH, MA
KEY MAP
NO SCALE
LEGEND
IN BOUND
O IRON PIPE
--10-- CONTOUR
EXIST. GRADE
(VARIES)
INSTALL 6' LONG VINYL OR COMPOSITE
SHEETING (4' MINIMUM EMBEDMENT)
OASTAL
4t NGINEERING
►d" a ►\1►
Cranberry Hwy. Orleans, MA 026531
255.6511 Fax: 508.255.6700
Ell
i.
2 1
h
A
zz
W
Q
rq w
rO w F -Li
a ry rn
SCALE
AS NOTED
DRAWINGFHX
C16605.dwg
DATE
1-17-06
DRAWN BY
MJ/MCB
,�RiIV:R►7:)�
S
6
0
w I OF I SHEETS
PROJECT NO. C166D$.DU
U
N/F
ROBERT AND ANN CHILDS
MAP 34 PARCEL 295
�f _1
ESTATE OF MARY F. CLINE
C/O DANIEL J. FRANCHI, EXECUTOR
MAP 34 PARCEL 296
E
N/F
JAMES AND CONSTANCE RUHAN
MAP 34 PARCEL 297 PLAN
SCALE: 10= 20'
t
/
4//�
vi
/ ROSA RUGOSA
+I
/
� l
1
o
�
z S
_.
ACCESS /
I
O r
BENCH
1,.
TOP F�CAP
I
/
r
ELEV=9.34 (NGw)
I
/
N/F
JAMES AND CONSTANCE RUHAN
MAP 34 PARCEL 297 PLAN
SCALE: 10= 20'
t
/
4//�
vi
V
o '
TIMBERSTEPS
=_I ;
_.
ACCESS /
I
O r
BENCH
1,.
TOP F�CAP
I
/
ELEV=9.34 (NGw)
I
/
C�'
H
O
L'
I
/
I
N/F
JAMES AND CONSTANCE RUHAN
MAP 34 PARCEL 297 PLAN
SCALE: 10= 20'
t
/;6 ''; a
an
1 inch = 20 fL
TOP OF BANK
LAND SUBJECT TO COASTAL S70RM FLOWAGE
EXISTING CONCRETE SEAWALL
6.
6
4
2
0
-2
EXISTING
0
IA
ZONE
MHW= 1.8
-IIIIr^(1 EXISTING GRADE -
1............... MLW= -1.1
10 20 30
SECTION A -A
SCALE: 1'= 5'
�0 E3w
m
PLAN REFERENCES:
ASSESSORS MAP 34, PARCEL 296
PLAN BOOK 191, PAGE 15
LAND COURT PLAN 9236 B
LAND COURT PLAN 9190 F
LAND COURT PLAN 13236 A
FLOOD NOTE:
FLOOD ZONES Aii(EI-11) AND VI3(EL.13)
AS SHOWN ON FEMA FIRM PANEL
1250015 0006 D REVISED JULY 2, 1992.
DATUM NOTE:
ELEVATIONS MOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
DATUM (NGw)
NOTES
1. THE PURPOSE OF THIS PROJECT IS M REPAIR AN EXISTING CONCRETE SEAWALL
BY REINFORCING THE TOE OF THE WALL AGAINST EROSION.
2. SUPPLY ALL MATERIAL. EOUIPMENr AND LABOR FOR REPAIRS TO THE SEAWALL AS
DESCRIBED AND SHOWN ON THE PLAN AND DETAILS.
3. PEf"C11At>CE OF THE WORK SWILL BE M CDMPUANCE WITH THE PLAN AND
DETAILS, AND ORDER OF COHMM ISSUED BY THE YARMOUOI CONSERVATION
COMMISSION FOR THE REFERENCED PRDJECr AND AS DESCRIBED BELOW.
4. ACCESS TO BE FROM UPIAHD ON THE OWNER'S PROPERLY. STAGING MFA FOR
VA78Z S TO BE IN DRNEWAY.
5. SHEETING FOR FOOTING REINFOR U04ET SHALL BE EITHER C -LOC CL9000
DPo N So �T �NG 6 1OCEOM OL1A 2211/2 FE TALONG.
THE WALL
FOOTING AS SFIDWN ON THE DETAIL
6. THE VOID BEr*m THE SfErI NG AND THE CONCRETE FOOTING SWUl BE FILLED
WH 4,000 PS CONCRETE SUITABLE FOR SALT WATER IMTRSION. CONTRACTOR TO
SUPPLY M0( DESIGN FOR APPROVAL PRIOR TO POUR.
7. TIMBER ALS bDVRS'TO BE-R5f0VD-AND REINSTALLED AFTER CONSTRUCTION
6 COMPLETE
B. UPON COMPLETION, ALL DISTURBED MEAS M BE RETURNED M THEIR
PRE -CONSTRUCTION CONDRIOF6.
EXIST. GRADE EXIST. CONC.
r SEAWALL TO REMAIN
rynn.�-
KEY MAP
NO SCALE
JoinmW Irl, mn
LEGEND
■ BOUND
O IRON PIPE
- -10- - CONTOUR
N
r c W
q Q
no ad �
W
S
n.
u
[ALUMINUM CAP; T.O.W.
= 2.5't NGVD
3�
e
FILL VOID W/CONCRETE
Q
<y I
EXIST. GRADE
(VARIES)
INSTALL 6' LONG VINYL OR COMPOSITE
SHEETING (4' MINIMUM EMBEDMENT)
SECTION A -A DETAIL
SCALE: 1'= 2'
SJ
OASTAL
f
OMPANY, INC.
Cranberry Hwy. Orleans, MA 02653
255.6511 Fax: 508.255.6700
ro
C
°z
/
/
I W
V
o '
TIMBERSTEPS
O r
W
C�'
H
O
L'
rn
W
U
I
'
I
a
N
rn
SCALE
AS NOTED
r
i
STONE GROINS
/;6 ''; a
an
1 inch = 20 fL
TOP OF BANK
LAND SUBJECT TO COASTAL S70RM FLOWAGE
EXISTING CONCRETE SEAWALL
6.
6
4
2
0
-2
EXISTING
0
IA
ZONE
MHW= 1.8
-IIIIr^(1 EXISTING GRADE -
1............... MLW= -1.1
10 20 30
SECTION A -A
SCALE: 1'= 5'
�0 E3w
m
PLAN REFERENCES:
ASSESSORS MAP 34, PARCEL 296
PLAN BOOK 191, PAGE 15
LAND COURT PLAN 9236 B
LAND COURT PLAN 9190 F
LAND COURT PLAN 13236 A
FLOOD NOTE:
FLOOD ZONES Aii(EI-11) AND VI3(EL.13)
AS SHOWN ON FEMA FIRM PANEL
1250015 0006 D REVISED JULY 2, 1992.
DATUM NOTE:
ELEVATIONS MOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
DATUM (NGw)
NOTES
1. THE PURPOSE OF THIS PROJECT IS M REPAIR AN EXISTING CONCRETE SEAWALL
BY REINFORCING THE TOE OF THE WALL AGAINST EROSION.
2. SUPPLY ALL MATERIAL. EOUIPMENr AND LABOR FOR REPAIRS TO THE SEAWALL AS
DESCRIBED AND SHOWN ON THE PLAN AND DETAILS.
3. PEf"C11At>CE OF THE WORK SWILL BE M CDMPUANCE WITH THE PLAN AND
DETAILS, AND ORDER OF COHMM ISSUED BY THE YARMOUOI CONSERVATION
COMMISSION FOR THE REFERENCED PRDJECr AND AS DESCRIBED BELOW.
4. ACCESS TO BE FROM UPIAHD ON THE OWNER'S PROPERLY. STAGING MFA FOR
VA78Z S TO BE IN DRNEWAY.
5. SHEETING FOR FOOTING REINFOR U04ET SHALL BE EITHER C -LOC CL9000
DPo N So �T �NG 6 1OCEOM OL1A 2211/2 FE TALONG.
THE WALL
FOOTING AS SFIDWN ON THE DETAIL
6. THE VOID BEr*m THE SfErI NG AND THE CONCRETE FOOTING SWUl BE FILLED
WH 4,000 PS CONCRETE SUITABLE FOR SALT WATER IMTRSION. CONTRACTOR TO
SUPPLY M0( DESIGN FOR APPROVAL PRIOR TO POUR.
7. TIMBER ALS bDVRS'TO BE-R5f0VD-AND REINSTALLED AFTER CONSTRUCTION
6 COMPLETE
B. UPON COMPLETION, ALL DISTURBED MEAS M BE RETURNED M THEIR
PRE -CONSTRUCTION CONDRIOF6.
EXIST. GRADE EXIST. CONC.
r SEAWALL TO REMAIN
rynn.�-
KEY MAP
NO SCALE
JoinmW Irl, mn
LEGEND
■ BOUND
O IRON PIPE
- -10- - CONTOUR
N
r c W
q Q
no ad �
W
S
n.
u
[ALUMINUM CAP; T.O.W.
= 2.5't NGVD
3�
e
FILL VOID W/CONCRETE
Q
<y I
EXIST. GRADE
(VARIES)
INSTALL 6' LONG VINYL OR COMPOSITE
SHEETING (4' MINIMUM EMBEDMENT)
SECTION A -A DETAIL
SCALE: 1'= 2'
SJ
OASTAL
f
OMPANY, INC.
Cranberry Hwy. Orleans, MA 02653
255.6511 Fax: 508.255.6700
ro
C
°z
b
N
DRAWING FILE
C16605.dwg
DATE
1-17-06
DRAWN BY M7/MCB
OF 1 SHEETS
TNO. C16605.00
V
W
C�'
H
O
L'
rn
W
U
a
N
rn
SCALE
AS NOTED
b
N
DRAWING FILE
C16605.dwg
DATE
1-17-06
DRAWN BY M7/MCB
OF 1 SHEETS
TNO. C16605.00