HomeMy WebLinkAbout83-1472LEGAL NOTICE
YARMOUTH CON SERVATION COMMISSION
NOTIE
Notice is hereby given by: ,
Kevin Sheehan '
34 Pleasant Street -
South Yarmouth, MA 02664
To mod77if��y an existill Order of Conditions SSE
PI 149 3treew Sotlock
YnnouthiMAin)accord4-
se
ance with the plans filed with the Yarmouth Con-
servation Commission.
Hearing on the above will be held in the Yar-
mouth
o Thursday IOctoober 4, MOI @ South:3Yarmouth,
p mouth,
WILLIAM PRINZ, CHAIRMAN -
CONSERVATION
OF YARMOUTH
AD486124
The Register 9127101
lil
SHEEHAN NOTICE EGAL NOTICE
YARMOUTH CONSERVATION COM17MISSION
NOTICE,
Notice is hereby given of the Intent of:
Kevin Sheehan
22 Cherryridge Lane
North Easton, MA 02356
To construct a garage, cabana swimminpg Pool,
relmin*rnl34aP!easaal,Shouse Souuth Yarmo th MAolnhso-
cordance with the plans filed with the Yarmouth
Conservation Commission.
Hearing on the above will be held in the Yar-
mouth
on Thursday,lbpol 1,190 @ e 2B South
c0 Yarmouth,
th,
PHILIP E. MAGNUSON CHAIRMAN
CONT E�RIVN OF YARMOUT i ION
AD #806652
The Register, 3125199
TOP OF FOUNDATION
ELEY ..L`LG --)
NC, VD
,
2.82 ,34"
4' CAST IRON F
(OR EOUA). MW
PITCH 1/4 PER
E1F11...11,
10 FT.
L
4' SCHEDULE 40 PVC
YIN. PITCH 1/11• PER
S PEED
LEVEL'S
V.
GA jo. 40
DISTRIBUTION ELEV.
Z2-3-1
(TO BE PLACED ON FIEEII BASE) BOX TO BE WATER TESTED
2000 GALLON IF YORE THAII ONE OUTLET
SEPTIC TANK (TO BE Pte' ON FIRM BASE)
3/4' TO 1 1/2'J
WAS STONE
CLEAN SAND
LOAM AND SEED
I HORIZ
I TEXCNRE
2' LAYER OF
1/e• TO 1/z'f,4rEn
CHRt3a
LEGEND.
EL 14. -To WASHED STONE
A P
<ca.,
sand
G't /J,3rr
VENT
I$ REQUIRED
EXISTING SPOT ELEVATION 00,0
EXOSTWG CONTOUR ----DO----
3 L7 Z
1 CU. FL OF
FINAL SPOT ELEVA110N
SAL CONTOUR
JNR19.
¢EG E L to -93 a
u
CONCRETE
ANCHOR
SUL TEST LOCATION
UTILITY POLE
,'C i o. 2
C
M gid, v.,
TOWN WATER
10•
°
Sor7d
4/8
EL 8-Z
ELEV.
`/ S
GAS LINE
rr
CLEAN OUT
N 20
loqu,q.QwlrIA
13z
CESSPOOL C.P. Q
/ 2 HIGH CAPACITY INFILTRATORS (° 2
STONE IN AN
-
ll TRENCH FORMATION
SOIL ABSORPTION
W 29
SYSTEM (SAS)
INDEX 9. -
ADJUST 2.3
L
SOIL TEST
DATE OF SOIL TEST
SOIL
TEST
DONE BY a I t Pa,
wATWEe
OBSERVATION HOLE 1 ELEv.. 13.2
PERCOLATION RATE --5, 2 wu nurYr .T QR -Ln
DEPTH
I HORIZ
I TEXCNRE
COLOR
MOTT.
07HE7tY•~�
u
z 2
A P
<ca.,
sand
3
e
u
/O ye
n
3 6
,'C i o. 2
C
M gid, v.,
i oY2
GO
Sor7d
4/8
EL 8-Z
rr
,�
13z
F_ L 2.2
WATER ENCOUNTERED AT 1,3e" ELEV. . 2.?,
I -Cl I I,JG 13o.ar-HovsE NUM BER DESIGN BEDROOMS 7
SEWAGE DISPOSAL SYSTEM PROFILE uses PROBABLE WATER TABLE ELEV. - g.5. ro E rzF�,o,,ca
NOT TO SCALE OBSERVED WATER TABLE ( / / 7 /qQ) E_EV, . 2
BOTTOM OF TEST HOLE ELEV... GARBAGE DISPOSAL UNIT - NO
TOTAL
,. TOTAL ESTIMATED FLOW
4' rrrGrr
B _
3 ir
' . ' L J =
110 GAL/BR/DAY X_ -7- 70'-
G..
moo 1 49
/DAY'I L^H/TF RE STC TANK CAPACITY GAL
ACTUAZE OSC TANK�\ A -/,Z GAL.
ON
DESIGN PERCOLATION RATE L EFFLUENT LOAOG RA�IT/N G c� GAL/DAY/
DAY/S.F.
lFWGAR(IBXS
Sr2UCruXe ULKI-/cAD SQ. FT.A2EA ,PLAND
- !V• . -- 0, $1f6.� Le %jJ/ /1i'� -'.; - i6 r. �- f
CAPACITY (ARX RATE) f 7 6 Z.
O O OO SFh Watl< W
GAL/DAY
�DAY
057�C.7F
P rFIt wop oL 3.GC RESERVE LEACHWG CAPACITY7eZUc GAL/DAYr
..S
z f roil✓�,r. \ ' , GFlRAiE NOTES:
[ ..._ ✓F+ D� / .',� I o ` I. ALL WORKMANSHIP AND MATERIALS SMALL CONFORM TO D.E.P.
— _ f _ _ T I y ` I ( ma • , TOW OF 1 �i R.+o c V TN RULES
REGULATIONS FOR THE SUBSURFACE
WSPpyL OF SE�iA(
.-
I
2 ALL cods To SANITARY uwfi SHALL BE BROUGHT To
— / — - - - ALL _
'- - � � �c .;� WITHW E' OF FINISHED GRADE
-- —
F_"n r S ri v G JJ — — :' - P ` r f ®® S `L I+T 0. THSTANDING H�-10 THE SANITARY SYSTEM SHALL BE CAPABLE OF
I Po2c N I I LOADING UNLESS THEY ARE UNDER OR WINW
MA/N NavSE 10 FT. OF DRIVES OR PARKING AREAS H-20 LOAWNG SNALL BE
ro ,3E Q2=- � �.�,, `•,�� � q USED UNDER OR KKITHW 10 FT. OF ORI1ts OR PARKING
I o 4. ANY MASONARY UNITS USED TO FRWG COVERS TO
posrTloNFD li PArro rur �� e� a� ® I. GRAprSMIALL
i � i �i.al J /� � r BE YORTARED,W PLACE
K \ I k I 2�0 %' _ ' o v rE e Baa `�� ` Q e 0. NO DEZFRE:WATION HAS BEEN MADE AS TO COMPLIANCE WITH
— - / C DEEDED OR ZONING REGULATIONS OWFIER APPUGANT IS TO
W onr 4 ' IL OBTAIN DETERMINATION FROM ATE � /0KgAA.ATV AUT GONIRACTOR
F c.ic 72 / Aiy z UTILITIES SHOWN ARE APPR
l pvrtrN
IS TO CALL. *010 -SAFE' AT 1-88$ -34h7233 AT LEAST 72 HOURS
, � I- _ i• � r PRIOR TO OR IS To VE WORK ON SITE
Poop. {� fii'� f � •� 7.gCONTRACTOR IS lD VERIFY GRADES AND ELEVATIONS AS Wrt1L AS
0 / w or STo F'
SITE CONDI1IONS PRIOR TO COMYEmcwG WORK ONSITE ANY VARIApoW
Q . I x is • �' a r -_ )cx: -r `� „ S TO BE BROUGHT TO THE ATM47M OF THE
r: DEsuxl ENOINFiA
- 2 ;MnP Z sLnD
1 A
I / .' _ Q (� . a IS TO
IN FLOOD ZONE C J6 $ Frau 2Scu,tt-_0004 c
"� / FA ��p `� Q ;; 9. LOT IS SHOWN ON ASSESSORS MAP �L AS PAR w?
I G _ `, —, ` _ — 8 2 ` / �: z4 'MA ace N 1 ` fl :" I ' ® ■ Y f 10. EXISiWG SEPTICS ARE TO'K PUMPED AND
Q`•* obi �- — — —�� ->�. f` / / c 4ik r z, '®� 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED iR AND FOR
RES vE S.A.S. PRoPos�p rwo x: F
I - / D + 'r �oE � ,f r/ O A MINIMUM OF S' AROUND LEACHWO FACILITY AND BE REPLACED WITH
v 2% / MATERIAL AS SPECIFIED IN 310 CMR 15.2&5L3.
I sr, X30 Fl��N
D
aw
7
i-
77rJ
y
PJJT- D2rv�W
iwao� �?v�ch^
I � o . ; �_ -�.�; _ _ � ro �-v�Nr- �. � `� �,� / � / ;. �q •> y APPROVED: BOARD'' OF HEALTH
i++ k
._y 30.. Tk �rE
:-
;G
P�ET�U�',/ uiALL
�LACI7j F�C7a7) PER SCALA FILo^1 Fr2� RFV. S/3S/49
ZatilE zorVE
h
c
600 F//9LGON LEfiCH
8- 0. C.
I IF, o�2
wHt7— V)NyL FFNCE-
_-i %Pi C f1 4 5 -E -C7 -/ON
s-, ✓n./Y� ei sr<<--�s rERS
21 4 V/N Y'2 r n iL S
1jFXS/n/ „J� 9' OF .57'onlE
1&1/ H2-0 F>zs�MF 4rzs� � <ry>a�
XZIM ca ELEV IZ,0 t
(CO""eCT ro Dow,vspours�
t* o
a I�
R PI`S y. 40cus
Q y ,
1,
�P 1jENN/S
DATE AGENT
PROPOSED SEPTIC DESIGN
KE VIN _SH xcFHA N
PRoT
3-4 PL EASAN T ST.
S. YARM0u7Ty MASS.
CRAIG R SHORT
PROFESSIONAL ENGINEER
508- P.O. BOX 1044
398-8311 SOUTH DENNIS, MASS 02660
DATE 9 1 SC" 1.
REVLSED 3/'� , 9 y roe IN
LOCATION MAP D Z- -5�/,)9 _ SHEET
" �s 8¢ Cry-o✓��/i%a /I/� �/ao
.!
TOP OF FQUWDA71ON
ELEV .. -,
N
2.82 -34"
e CAST IRON PIPE
PITCH(OR E10) 1/4 M FT.
.V l 1, 74
ELEV.
10 FT. MU" FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS a SCHEDULE 40 PVC PIPI
[- YIN. PITCH 1/i' PER FT.
CLEAN SAND
LOAM AND SEED
2' LAYER OF
1/8- TO 1/2-
E
/2'
EL)4.So WASHED STONE
EL /3.3Mr+l.
3 • a� i',AN`
SPlEn JAR 9
1 1lvcw OQ E L 1 o. 83
GBFm ELEV.. / C3,40 m
w
C/9 R L3aN
Fi<7'E?Z
1I aTREQUIRED
1 CU. FT. OF
r CONCRETE
J ANCHOR
9 9• s
LEGEND:
DOS71NG SPOT ELEVATION 00■0
EXISTING CONTOUR----00----
FWAL SPOT ELEVATION
FINAL CONTOUR
SOIL. TEST LOCATION
UTILITY POLE -4-TOWN
.
CATCHGASLIN � -11
CLEAN OUT C .
DISTRIBUTION ELEV. CESSPOOL GP• O
LIQUID OU 0.33 / 2 HIGH CAPACITY INFILTRATORS (02
EE (TO BE PLACED ON FIRM BASE) BOX A=cVA)4�wArn4 STONE IN AN
° Wd�REs IF YORE � � OUL!TESTED` x 82'x /o" TRENCH FORMATION W Z9 ✓WATER ENCOUNTERED AT 1 _r ELEV.
2
FIXT4IN 2000 GALLON
EEIJ°4 PUT SEPTIC TANK (T0' °N FISP SOIL ABSORPTION 1.r1 z" --�
ONE eQ
3/4' TO 1 1/2' SYSTEM (SAS) INDEX 9, 7_
WAD" STONE ADJUST 2,3_ EA)ST-l" 13oA7- Hc3Q-5,F DESIGN CALCULATIONS
` USGS PROBABLE WATER TABLE ELEV. - 4.5 To A3 £ 2�r+ o.ic� NUMBER OF BEDROOMS 7
NOT TO SCALE
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / 7/q ) Ems• - 2 GARBAGE DISPOSAL UNIT
tit BOTTOM OF TEST HELEV.
�. � n 4 ' �� /G/-�. TOTAL ESTIMATED FLOW
r ��
X U ( 110 GAL/BR./DAY X -7 BR) 770 GAL/DAY
3 14• QCT d n r vv A-1 i TF Vi Ns - REQUIRED SEPTIC TANK CAPACITY =0 GAL
8 --777
_ - ? -- '— ti v L D O D • ^ v c ACTUAL SIZE OF SEPTIC TAw GAL
- - - I�- - - - r �, \L' �� \caom
0 Fl �� °� ZC3N� , 1 DESIGN SOIL PERCOLATION RATE MIN /IN.
,D r_ v w� t I L I /� Q (F_ C 4� EFFLUENT LOADING RATE o Z; GAL /DAY/S F.
X /S Tl n1 G 1 N�' S\ I J /i UL K,44,6A D LEACfYNG AREA (/ l X B L�•�/ B G x ,i) Sp FT.
AREA I 5T2UCTuRE I• -•
U P L A N D I I \% y s- _- - \ LEACHING CAPACITY AREA X RATE) 764 GAL/DAY
1 I To L9f REMovED 1 =__-- — �-I- wALK - Ay j Ex,STr�G ( .7"F
Nrs t io.s7x
RapaseD 1 �'- - - t �r 1< P ! E h w/ RESERVE LEA(�1WG CAPACITY 76 2 ��Y
�L EL 13.G' s% I 1 IIp.Tvad j I - \\ I \ �toR1S
+�^i ,+ •C
--r ,-- 35_ t, NOTES:
0A 1Z A C L / — l / ' �j 1. ALL WOMANSHIP AND MATERIALS $HALL WfORN TO D.E.P.
TITLE S AND THE TOWN OF y.9 .e ," a v rN RULES AW
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 94 OF FINISHED GRADE
r: .. 1 - _ _� _ I 1 M I I ♦ l� 3. ALL COMPW"IS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
rr�-- - -� --- CC
/ I ✓ F_ A) S r„�C I I I r R` 4r wTHSTANOWG H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
Po2CN 11. 1\ / • / 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL pE
/ t�lAI^J HOUSE 1
I ' � 1n5 �\ � � Q Q USED UNDER OR YITHIN 10 R. OF OAIyES OR PAAIGNG AREAS
�1 I I ` k BANY UASONARY E MORTARED W MITA USED TO BRING COVERS To GRADE SNA,
L �� / ro ,3E kE- II PA7-10
I S `i L � /
J i ACC
p 0,5) TI oNFDO� s Y h S NO DETERMINATION HAS BEEN WADE AS TO COMPLIANCE WIT1R
DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO
_ _ _ ' o v rF e / Loo' �3 �/ i I �.v ✓ , 0 OBTAIN SUCH DE'TERWNATION FROM APPROPRIATE AUI%OWW.
I IA W F L1 z r. CELLAR R l A.9 TL / .n zo” 1 6. UTILITIES SHOWN ARE APPROXMATE ONLY. EXCAVATION CONTRACTOR
♦/' IS TO CALL'DIG-SAFV AT 1-81W� 344-72N AT LEW 72 NOURS
1 \ 0 0 G FlLCO J PRIOR TO COMMENCING WORK ON Sirs,/-!
o� Po>z CH CAYC,�nSAN Z
1
0 8P5 ' �� / / f 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELD. AS pool. � Dot/ i/ ` v C L-. STE COND17MS PWOR TO COMMENCWG VA W� ON SITE. ANY VARIATION
Z' 0 / w .�' or STo vF IS M BE BROUGHT TO THE ATMNTM OF THE DE" EA"M
8. PARCEL IS IN IN ZONE c J9 A8 Fly 2Soo�.o004 C
2�"i,wPZc SL�o _ Q C� • % 9. LOT IS SHOWN ON ASSESSORS YAP As w ARGE1
n pA rip / • / N I `� � Fl v/n1 (�n{A 10 Ea051WG SEPTICS ARE TO
, -89 PWiPED AND RACiLFIL M
" ' / - - - - BZ \ - �'-� /3r 24"rowar.c ' /1 I L I
PRoPos�D�E o 1 wus q V\ (�kAcA 11 AA ALL
OF UNSUITABLE AROOUUND EACHING FACILITY AND BEUREPLACED WITH
RES v �! ✓1 Al oNL
\ L7 3 DFl % G A 2 I M Ax, 1 (cP MATERIAL AS SPECIFIED W 310 CMR 15.25&(3).
CJ I _ `?ii \ w/CEI QFln/fl/ $PCir/ffL��J
DST, �'i0 ` lb
VA , e n";SlfiiV I
/� L YARMOUTHCONSERVAT;ONCOP�P •',SI
S.A•S,
I e vF�'ET� .../�7?o•s - - _//�G�o o
' I h f - `a --- s--ac.�
r-- `O D2,V.EW ` 4: i( /,�J 4 Ro...iS
1 - I APPROVED: BOAR
E'lJi-- y'-- — — -- — -- -- � fYl / \ ® � - V I� w/wcc}. i'YwLcif' i1
I/ I a �` • - - — - to ve,Jr -�
$ �• e —r x—x—
I L `\
I
Ft00 Z
tvi
SOIL TEST
DATE OF SOIL TEST - 1
SOIL TEST DONE BY a r
WITNESSED BY e
OBSERVATION HOLE 1 ELEV.- 13-?-
PERCOLATION
3.2PERCOLATION RATE -5, k- WN.ANCH AT --C8--40 lwwEs
DEPTH
NORIZ
I TEXTURE
COLOR
MOT7.
OTHER
22.
Ap
�loa^,y
LoY/z
3
.Sand
,
lO y_
u
-3/4
L
GO
Sond
v 8
PL B -Z
n
132'
F_ L 2.2
ij1 ca.�c;�rc
qr W ITE VI NyL FE/v<f -
TVP/ cf? G steer/o.v
C 00 7j
Z ONE'
.D
30. 7:c{E 3//(o `
N
PE2 p
Axr v„�v� as«s�E:es
7-�'f V/N YG 2ii rLS
ro . F'
C.00 G/F�L<ON LfRCH -J
- --- - H --
Iirns/..v
w/ NZo F12A lfr �72siT'E (7-Yv'
TZlLy ca ELEV X2.0 '"
(CONNECT r0 D9wNSF+ov rsi
-STONE r; ; p,VC •
:G'Trlli✓ u/ALL
REV. S/zs/ 9 9
OF,gre+
< C �l' CRAK
t fU u, SHOAT
Cim
(J/j� jf/fyq,'' {J•''' No 31341 n No. 27483
01
11 LOCATION MAP
DATE AGENT
PROPOSED SEPTIC DESIGN
K E VIN _511 FEHA A/
PRo,FCT LocAna3 4 IpL FASAN 7'ST.
s. L9AeMourH MASS.
CRAIG 9 SHORT
PROFESSIONAL ENGINEER
508- P.O. BOX 1044
398-8311 SOUTH DENNIS, MASS 02650
DATE SCALE
RENSED j{a ;� ,TOB NQ t 2. 799
REV`= _ s” (,/ SHEET / OF/
.1
YARMOUTK'34 LEGAL NOTICE
YARMOUTH CONSERVATION COMMISSION
NOTICE
Notice is hereby given by: "
Kevin Sheehan
34 Pleasant Street -
South Yarmouth, MA 02664
To modify an existing Order of Conditions (SE
83-1497) for work (dock modification) at 34
Pleasant Street South Yaonouth, MA in accord-
ance with the plans filed with the Yarmouth Con-
servatbn Commission.
Hearing on the above will be held in the Yar-
mouth
Thursday Hall. Route28
South
8 30 Yarmouth.
PHILIP E. MAGNUSON CHAIRMAN
CONSERVATION RMH COMMISSION
OYOUT
ADa585006
The Register 5MO/01-
34 PLEASANT ST.'
LEGAL NOTICE
YARMOUTH CONSERVATION COMMISSION
NOTICE
Notes is hereby given of the intent of: -
Mr. Kevin Sheehan -
22 Cherry Ridge Lane
North Easton, MA 02356
To reconfigure an existing dock at 34 Pleasant
Street, South Yarmouth,. MA in accordance with
the Plans fled with the .Yarmouth Conservation
Commission. .
Hearing on the above will be held in the Yar-
mouth Town Hall, Route 28, South Yarmouth,
MA on Thursday, January 6, 2000 p 7:45 P.M.
PHILIP E. MAGNUSON, CHAIRMAN
CONSERVATION COMMISSION
TOWN OFYARMOUTH
AD#124602
The Register 12f30'99
r�
TIMBER BULKHEAD- WATER SIDE
NOT TO SCALE
BARK MULCH .
W/ROSA
ROGOSAPLANTS
3'O.C.MIN
3/4" GALV. BOLTS
WASHE RS&NUTS
a
a
CHAIN IN
RUBBER —
BRACKET
6'x 12'
FLOAT.
DOCK
NO GAP IN DECK
BENEATH WHEELS
�_ 12'-0" O.C. TYP. --
PLAN VIEW
-4'-Om I
10"P.T. WOOD
ANCHOR PILE
}
U48" 6'O.G.
CLEATS
U
16" O.C.
Y
O
TIMBER BULKHEAD- CROSS SECTION
Y X 14'
FIXED
NOT TO SCA.I
4
RA'MP
.PIER
CONSTRUCTION NOTES
1)t ELEVATIONS SHOWN REFER TO MEAN IOW WATER DATUM (0.00}SEE BENCHMARK ON THE PIAN.
r
C '
2) ALL DISTURBED AREAS RESULTING FROM CONSTRUCTION SHALL BE VEGETATED UPON THE ONSET
OF SUITABLE WEATHER AFTER COMPLETION OF CONSTRUCTION. LOAM BANK AREAS; LASE AT
150 LBS, PER 1000 SQyL AND HyDROSFED WITH COASTAL SEED MIX AND SWEET PEA
IN
W
3) BULKHEAD CONSTRUCTION TO BE WOLMAD>® TIMBER TO A MINIMUM CCA RI7ENnCN FOR
GROUND USE
.�
4) All HARDWARE SHALL BE STEEL. HOT DIP GALVANIZED.
3) ALL CONSTRUCnCN DEBRIS SHATIL BE REMOVED FROM THE RESOURCE AREA EACH DAY.
j )
V
6) NEW BULKHEAD TO BE INSTALLED IN SAME LOCATION AS EXISTING BULKHEAD.
7) ALL CONSTRUCTION MATERIAL Rush BE STORED ABOVE THE PROPOSED 124E OF THE BULKHEAD.
L0 ALL BACKFILL BEHIND THE BULKHEAD SHALL BE CLEAN SAND, FREE OF FINES, DEBRIS OR OTHER
UNSUITABLE MATERIAL LOAM SHALL REPLACED TO A MROAN OF 4 INCHES IN DISTURBEDAREAS
PRIOR TO TILE PIANTING OF ANY GROUND COVER.
i) CONSTRUCTION ACCESS SHALL BE AS SHOWN ON THE PLAN OR AS NOTED IN THE ORDER OF CONDITIONS.
30) THE CONTRACTOR PERFORMING THE INSTALLATION SERVICES IS TO (HAVE) BE PROVIDED WITH A COPY
OFTHE ORDER OF CONDIIWNS ISSUED FORTTUS PROJECT.
U)
a
a
CHAIN IN
RUBBER —
BRACKET
6'x 12'
FLOAT.
DOCK
NO GAP IN DECK
BENEATH WHEELS
�_ 12'-0" O.C. TYP. --
PLAN VIEW
-4'-Om I
62'-0"
qU
�o O
BUMPER PILE
10" - 11 " AIA.
2 X4 RAIL.
SPIE PLAN
SCALE 1" = 20'
o to to ' 130 "1r) o a
4ROWSOF2X4
SIDE RAILS
5/4"X 6" DECKING
W/3/4" SPACING
4 X 4 POST MID -SPAN
3 X 10 JOIST
( =3)
2 X 8 BEAM EACH
SIDE OF PILE
2 X 6 CROSS BRACE
20d GALV. NAILS
FIBERGLASS PILECAP
DECK EL. = 8.8 MLW = (8.0 NGVD)
EL. 7.8 (I.E. 5' MIN ABOVE MHW)
3/4" DIA. GALV. BOLT, NUT &
<". WASHERS
MHW EL 2.8
MLW EL 0.0
NG TON$
oQ -x
EMBEDMENT
REFUSAL
MINIMUM
TYPICAL BENT
P
PROFILE
SCALE P= 20'
i
i
h
1
Ib a
1
I
4 I I
1 I
I
I I I
( 0
1 I .CSE D2E�GED
t D o CSKS f s
n
cf� � `� 10 N I . � L-3 ASS �' / �►/,� 2 �• �
V I � �� 37�"•-� w'/AE� 1�
i e•�
I �+
2!� � LO
I 1
IN
PiLe
1
,z
j,
L I
vp
lA \oPics
O Pi LF
PLAN ACCOMPANYING PETITION OF
KEVIN SHEEHAN-
TO REBUILD, ENLARGE, LICENSE AND MAINTASN
PIER, FLOATING DOCKS, RAW AND BULMF.4Q
3J IN BASS RIVER, SOUTH YARMOUTH
N i
BARNSTABLE COUNTY, MASS.
Ti M�
f. CRAIG R. SHORT, P.E.
P. O. BOX 1044
DECEMBER 16$ 1999 SOUTH DE 4=0 MA
�Evis,e<D/iz�oa 02660 508.398.8311
a DD. DErAi� s i/l/b�
SHEET /OF /
REV.7o D1ZEDGE 2//7/00
1X3
iff
CLEATS
U
16" O.C.
O
Y X 14'
FIXED
4
RA'MP
.PIER
62'-0"
qU
�o O
BUMPER PILE
10" - 11 " AIA.
2 X4 RAIL.
SPIE PLAN
SCALE 1" = 20'
o to to ' 130 "1r) o a
4ROWSOF2X4
SIDE RAILS
5/4"X 6" DECKING
W/3/4" SPACING
4 X 4 POST MID -SPAN
3 X 10 JOIST
( =3)
2 X 8 BEAM EACH
SIDE OF PILE
2 X 6 CROSS BRACE
20d GALV. NAILS
FIBERGLASS PILECAP
DECK EL. = 8.8 MLW = (8.0 NGVD)
EL. 7.8 (I.E. 5' MIN ABOVE MHW)
3/4" DIA. GALV. BOLT, NUT &
<". WASHERS
MHW EL 2.8
MLW EL 0.0
NG TON$
oQ -x
EMBEDMENT
REFUSAL
MINIMUM
TYPICAL BENT
P
PROFILE
SCALE P= 20'
i
i
h
1
Ib a
1
I
4 I I
1 I
I
I I I
( 0
1 I .CSE D2E�GED
t D o CSKS f s
n
cf� � `� 10 N I . � L-3 ASS �' / �►/,� 2 �• �
V I � �� 37�"•-� w'/AE� 1�
i e•�
I �+
2!� � LO
I 1
IN
PiLe
1
,z
j,
L I
vp
lA \oPics
O Pi LF
PLAN ACCOMPANYING PETITION OF
KEVIN SHEEHAN-
TO REBUILD, ENLARGE, LICENSE AND MAINTASN
PIER, FLOATING DOCKS, RAW AND BULMF.4Q
3J IN BASS RIVER, SOUTH YARMOUTH
N i
BARNSTABLE COUNTY, MASS.
Ti M�
f. CRAIG R. SHORT, P.E.
P. O. BOX 1044
DECEMBER 16$ 1999 SOUTH DE 4=0 MA
�Evis,e<D/iz�oa 02660 508.398.8311
a DD. DErAi� s i/l/b�
SHEET /OF /
REV.7o D1ZEDGE 2//7/00