HomeMy WebLinkAbout40 Pleasant Street Plans Accompanying PetitionI CERTIFY THAT THIS PLAN HAS BEEN
PREPARED IN CONFORMITY WITH THE
RULES AND REGULATIONS OF THE
REGISTERS OF DEEDS OF THE
COMMONWEALTH OF MASSACHUSETTS.
DANIEL
A.
n iei Al
-O
A�
�9
`r9
S� #34 PLEASANT STREET
KEVIN SHEEHAN
XIS
WELL. 56 BEACON STREET
40 BOSTON, MA 02108
CH 91 LIC. #9152
�p PUBLIC ACCESS AROUND PIER
tion
CV
YFIXDD
6'5r 0
l y206TEXIST. ORTO BE REBUI
REMOVE 12 PILE , PROP. 7 PILES
o OJALA
U CIVIL
No. 465D2 `✓`
EX. (2) 20'x 7'
Fs n ti / FLOATS
OWNER OF RECORD:
DALE ROBERTS
20784 ATHENIAN LN.
NO. FT. MYERS, FL 33917
ES
5-ts-13
Date:
LOCUS MAP
NOTES
ASSESSORS MAP 61 PARCEL 97
DATUM: MLW
FLOODZONE: A8 EL. 9, B
& C (REF. TO NGVD 1929)
REPLACE 4 REF. PREV. INTERIM
FLOAT APPROVAL #4827 FOR
PILINGS LOCUS
SHIFT EXIST
2 FLOATS
SOUTHERLY
3'x 16' RAMP
X F�
�/ TO X00
Oti_ FO„
RE—LOCATED
FLOAT
PLAN ACCOMPANYING PETITION OF Scale:1 50'
DALE W. ROBERTS
0 25
TO PERMIT AND MAINTAIN EXISTING PIER,
RAMP & FLOATS TO INCLUDE REBUILD
OF FIXED PIER SECTION & RE—LOCATION
OF FLOATS OVER THE WATERS OF THE
BASS RIVER
(SOUTH) YARMOUTH, MA
JUNE 1, 2012 REV. 5/15/13
12-040 SHEET 1 OF 2
�\CrPX PM and Prnierts 7007\12-040 ROBERTS\dwg\12-040 ROBERTS.dwg, pier plan CH 91, 5/15/2013 3:56:03 PM, ARCH C (18x24 in.), 1:1
down cape
engineering, inc.
CML ENGWMS
LAND SMVEYORS
off. 508-362-4541
fax. 508-362-9880
939 main st yarmauth, ma 02675
I CERTIFY THAT THIS PLAN HAS BEEN
PREPARED IN CONFORMITY WITH THE
RULES AND REGULATIONS OF THE
REGISTERS OF DEEDS OF THE
COMMONWEALTH OF MASSACHUSETTS.
DANIEL _yGN
A.
OJALA
o,p098
Professional
RAISE DECK
ELEV. TO
VG 6.2'fJ
EL. 6.9' / EXISTING
r1Fr v FI'
OR
ALT uu �fARSj
7 IIP OP. 10"
EXISTING 8" — PILING
10" PILINGS 15 MIN.
PENETRATION, PROP. 3'x 1
DRIVEN BUTT R —
DOWN AMP
Scale: 1"=20' (REMOVE 12
OLD PILINGS)
0 70 20 PROFILE VIEW
2"x 4" LOWER RAIL
EX. 2"x 6" DECKING
REPLACE W/ 2"x8" W/
3/4" SPACING
EX. 2"x 8" LEDGERS
REPLACE WITH 3"x8"
LEDGERS 2 PER BEN
PROP. 3"x 8" CROSS BRACING 4L
(BOTH SIDES)
,��t✓�`gss
DANIELA.
OJALA
CIVIL
No. 46502
k
5/15/13
Date:
POID ,
JG7
M W EL. 2.8'
� f
M W ELL.. 0.0'
(2) 20'x 7'
FLOATS
(RE—USE)
2"x 4" HANDRAIL
4"x 4" POST
EX. (2) 2"x 8" FRAME/STRINGER
�� REPLACE W/ (3) 3"x8STRINGERS
MHW EL. 2.8'
8" — 10" PILING (�TYP)
REPLACE WITH 10 TREATED
MLW EL. 0.0' PILINGS
15' MIN.
PENETRATION,
DRIVEN BUTT
DOWN
EXISTING AND PROPOSED (REMOVE 12
PIER CROSS—SECTION OLD PILING)
(TYP. SEAWARD OF MOST—SEAWARD STEPS)
5/r s/I
" ' Scale: 1"=5'
ALL TIMBER TO BE TREATED o 75
WITH NON—LEACHING WOOD PRESERVATIVE
ALL FASTENINGS TO BE GALVANIZED
TOWN OF °'OUTH
REVIE'AED FCR BUILDI' G CODE COMPO Wn Cape
ONCE. ERRORS OR CW,_:;,0� 0 NOT RELIEVET* gineering, inc.
DALE W. ROBERTS-,PPLICANT FROM THE RES-^'IS'3 LITY OF'AS BUILT
40 PLEASANT STREET COh1PLIANCE. CML ENGAEERS
(SOUTH) YARMOUTH DATE: LAND SURVEYORS
off. 508-362-4541
JUNE 1, 2012 REV. 2/26/1,5 fax. 508-362-9880
REV. 5153 BUILDI,V OFFICI L 939 main st. yarmouth, ma 02675
09-021 SHEET 2 OF 2 ELEVS. BASED ON MLW DATUM
FELL � "7TJ VP I