HomeMy WebLinkAbout83-1803Prop. 5' wide strip of Rosa rug
Prop. 4"x
6
off 508-362-4541
fax 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02676
06-285
PROPOSED PIER PROFILE
(NOT TO SCALE)
float as per
license #2662
C
Floats
MHW EL 2.8'
MLW EL 0.0'
3'
Scale:1 "= 20'
0 10 20 30 40 50 FEET
2X6
3/4
EXISTING LAWN
PROPOSED 5' PLANTING STRIP
PROPOSED HELICAL ANCHORS
7' O.C. 10 KIP RATING
3X8 BACKING WALE
FILL REMAINING SPACE
BETWEEN WALLS/UNDER EXIST.
WITH CLEAN SAND
II
ELEVATION
PIER CONSTRUCTION DETAIL
N75
EXISTING CONC. BLOCK WALL TO BE
REMOVED AS REQUIRED.
EXISTING TOP OF WALL ELEV. 8.0'
� (2) 2X12 PT CAP
— ELEV. 7.2'
(2) 6'X6" WALES
,GALV. NUT & WASHER
,—VERTICAL 6" x 6'
LANDSCAPE 11E 7'
CENTER TO CENTER
Y VARIES (3' MAX.
NCED FILL)
4• � SILT FENCE R•
(ELEV 3.8-6.0)
3"x8" T&G PT PLANKING
JET TO EL. —1±
5'f VARIES
3'MIN.
PROFILE OF LANDSCAPE TIE WALL
(NTS)
green channel marker #3
ATED
:N BAYS
FACE VIEW OF WALL
(NTS)
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 101 PARCEL 169
NOTES:
2.0'-3.0' VARIES (3' MAX.
UNBALANCED FILL)
GRADE VARIES
(ELEV 3.8-6.0)
5'f VARIES
3'MIN.
6"x6" PRESSURE TREATED
TIE TIMBERS (TYP)
1. PROPOSED LIGHTING ON PIER (EXCEPT LIGHTS AS
NECESSARY FOR SAFE NAVIGATION) SHALL BE DIRECTED
DOWNWARDS AND SHIELDED.
2. PROPOSED WOOD WALL TO BE CONSTRUCTED IN
SECTIONS TO AVOID COLLAPSE OF BANKING
3. NO MOORINGS EXIST WITHIN 100' OF PIER
4. DATUM: MLW
5. DESIGN SPECIFIC TO PROPOSED SITE— NOT TO BE UTILIZED
ON ANY OTHER SITE. @2008 DOWN CAPE ENGINEERING, INC.
Plot Plan
Showing Proposed Pier and Re—built Wall
228 Blue Rock Road
South Yarmouth
DANIEL A. OJALA, P.L.S.
PREPARED FOR
William & Lynn Pieri
JUNE 1, 2007
REV. 4-17-08 (ADJUST RET. WALL)
06-285 PIERI.dwg
Prop. 5' wide strip of Rosa ruc
Prop. 4"x
N
off 508-362-4541
fax 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouthport, ma 02675
06-285
PROPOSED PIER PROFILE
(NOT TO SCALE)
float as per '
license #2662` /\
i
Scale: 1 "= 20'
' Floats
MHW EL 2.8'
MLW EL 0.0'
3'
EXISTING LAWN
PROPOSED 5' PLANTING STRIP
r° -- - - - - - -_
00, PROPOSED HELICAL ANCHORS
°�� 7' O.C. 10 KIP RATING
P�
3X8 BACKING WALE
FILL REMAINING SPACE
BETWEEN WALLS/UNDER EXIST.
WITH CLEAN SAND
I
u
ELEVATION
PIER CONSTRUCTION DETAIL
NTS
EXISTING CONC. BLOCK WALL TO BE
-REMOVED AS REQUIRED.
EXISTING TOP OF WALL ELEV. 8.0'
_� (2) 2X12 PT CAP
i— ELEV. 7.2'
(2) 6"X6" WALES
/GALV. NUT & WASHER
VERTICAL 6" x 6"
LANDSCAPE TIE 7'
CENTER TO CENTER
0' VARIES (3' MAX.
4NCED FILL) h
6. II SILT FENCE
(ELEV 3.8-6.0)
3"x8" T&G PT PLANKING
JET TO EL. -1±
5'± VARIES
3'MIN.
PROFILE OF LANDSCAPE TIE WALL
(NTS)
green channel marker 13
DATE DANIEL A. OJALA, P.L.S.
ATED
:N BAYS
FACE VIEW OF WALL
(NTS)
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 101 PARCEL 169
NOTES:
2.0'-3.0' VARIES (3' MAX.
UNBALANCED FILL)
GRADE VARIES
(ELEV 3.8-6.0)
5'± VARIES
3'MIN.
6"x6" PRESSURE TREATED
TIE TIMBERS (TYP)
1. PROPOSED LIGHTING ON PIER (EXCEPT LIGHTS AS
NECESSARY FOR SAFE NAVIGATION) SHALL BE DIRECTED
DOWNWARDS AND SHIELDED.
2. PROPOSED WOOD WALL TO BE CONSTRUCTED IN
SECTIONS TO AVOID COLLAPSE OF BANKING
3. NO MOORINGS EXIST WITHIN 100' OF PIER
4. DATUM: MLW
5. DESIGN SPECIFIC TO PROPOSED SITE- NOT TO BE UTILIZED
ON ANY OTHER SITE. (cc 2008 DOWN CAPE ENGINEERING, INC.
Plot Plan
Showing Proposed Pier and Re -built Wall
228 Blue Rock Road
South Yarmouth
PREPARED FOR
William & Lynn Pieri
JUNE 1, 2007
REV. 4-17-08 (ADJUST RET. WALL)
L',TE�
06-285 PIERI.dwg