HomeMy WebLinkAbout83-1925 - Site Plan008N,1F
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SEWAGE DISPOSAL SYSTEM DESIGN
DESIGNED BY O�TAERS AND
APPROVED BY XTNHE YARMOU7H B.O.H.
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I
18 I
1 t <
ZZ PROPOSED
36.0' 4.
r 24.0
SERNCE
PROPOSED ,oNSINGLE— N I PROPOSED o I FAMIL Y HOUSE :p BIT. PROPOSED
Q
7OF=19.20 I DRIVEWAY
COVC-
so.o'
3H Sp
N AePOSED DECK \
0
36.0' IND BU FfR
PROPOSER EROSION
CON7R0L I BARRI£R-
o I
°j I gANK '' � ��••• I \
LWT OF 100—YEAR FLOLI2PLA/N
ELEV.=9.0
6/ BORDERING GETAiED WETLAND
/ ___6\
1 / g W--4
69
1
EDGE OF PAVEM,
OH W
UNDISTURBED GROUND
36" MIN_ FENCE POST
(STEEL 'T' TYPE OR 2"
HARDWOOD) DRIVEN MIN. 16"
INTO GROUND, 10' MAX. O.C.
WOVEN WIRE FENCE (MIN. 14 1/2
GAUGE, 6" MAX. MESH SPACING)
SECURELY FASTENED TO POST
W/ TIES OR STAPLES.
FILTER FABRIC FASTENED OVER
MESH, FABRIC OPENING SIZE SUITABI
FOR VERY FINE SILT/LOAM SOILS.
STAKED BALES END
TO END
OF FLOW
D1REC�ON
II '
N�
GUILD
16" "ll
MIN.
EMBED FABRIC AND FENCE,
8" MIN.
2
O
— BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY,
\ NO PLASTIC OR WTRE.
\ — HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2"
\ WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE.
SILT FENCE ,/ HAYBALE DETAIL
N/F
GORMAN
E
LOCUS SKETCH NOT TO SCALE
O YIS10'
ZV Yarmouth, MA G01IER`, I NT SO' -U 710','S
�,a• ��>s, . tsar �a S �s
DeCELL'E
BURKE
& Associates,Inc.
149 Independence Avenue Quincy, MA 02169
(617) 405-5100 (0) (617),405-5101Il(F)
GENERAL NOTES:
1. LOCUS: ASSESSORS MAP 49 LOT 220
RECORD OWNER:
THE IRM CORP.
C/O MARK GORMAN
77 RUSSELL ROAD
WELLESLEY, MA 02482
2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DEUNEATED THE
WETLANDS FOR THIS LOT AND WERE FIELD LOCATED BY THIS OFFICE
TOPOGRAPHY AND PROPOSED HOUSE AND SEPTIC LOCATION SHOWN
HEREON WAS COMPILED FROM THE SEPTIC DESIGN PLAN PREPARED BY
SWEEISER ENGINEERING OF SOUTH DENNIS, MASSACHUSTTS DATED
APRIL 26, 2012. DATUM AS REFERENCED M THE SWEEISER PLAN IS
NGVD-1929.
3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND
MASS HIGHWAY STANDARDS.
4. EXISTING UTILITIES WHERE SHOWN IN THE DRkWINGS ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
LOCATING AND COORDINATING THE PROPOSED CONSTRUCTION ACTIVITY
WITH DIG—SAFE AND THE APPLICABLE UTILITY COMPANIES AND
MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE.
ii
DIG—SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES
AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM RECORD
PUNS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND INVERTS
OF UTLTES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF
CONSTRUCTION.
5. CONTRACTOR TO PAVE AND LOAM AND SEED ALL DISTURBED AREAS.
WEAS TO BE STABILIZED PRIOR TO THE REMOVAL OF THE EROSION
CONTROL BARRIER.
DEED REFERENCE:
Bamstable County Book 12608 Page 138
PROJECT TITLE & LOCATION:
PROPOSED NOTICE OF INTENT PLAN
142 SWAN LAKE ROAD
YARMOUTH, MA 1,102664
PLAN TITLE:
PROPOSED SITE PLAN
PREPARED FOR:
x
WILLIAM MCDERMOTT
\~ " ° d' °a g• 36 CANOE RIVER DRIVE
_`� 4 �= LOCUs vsm., �� MANSFIELD, MAI 02048
100.00' vvw=sl
I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED BVW-5
STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN NIlf,
HEREON WITH RESPECT TO THE PROPERTY UNE. �� OW OF YARMOUTH —� WA1E—
�-- TOp OF BANK
'LAWRENCE
W.
DECELLE, JI
Na 9158
a fy+vf
9 C. • it H-
" F DATE: MAY 22, 2012
REVISED:-JUNE7 2012 =`CERTIRCAT
s s J
JOB NUMBER: 150.010 SHEET
10 020
ie p
SCALE: 1"=20'
c♦ i��� >X 171-1
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