HomeMy WebLinkAbout83-1925 - Site Plan004EDGE OF PAVEMENT
SWAN LAKE ROAD
(PRIVATE — 40' WIDTH) .„ W VIE
OHW
PICKET FENCE
CONCRETE ROU
EL.=20.34 (NG1629)
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N/F
CARROLL
/
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8.0 * —'
LIMIT OF 100 -YEAR FLOODPLAIN \
ELEV.=131
N/F
LOT77
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DeCELLE
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TORN/ER
142 SWAN LAKE ROAD
LOCUS SKETCH NOT TOSCALE
BURKE
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36" MIN. FENCE POST
'T'
& Associates, Inc.
EDGE OF PAVEMEIVT
(STEEL TYPE OR 2"
HARDWOOD) DRIVEN MIN. 16"
1266 Furnace Brook Pkwy., #401 Quincy, MA 02169
PLAN TITLE:
INTO GROUND, 10' MAX. D.C.
(617) 405-5100 (0) (617) 405-5101 (F) '
PROPOSED SITE PLANp
WOVEN WIRE FENCE. (MIN. 14 1/2
-
GAUGE, 6" MAX. MESH SPACING)
- - - -
SECURELY FASTENED TO POST
W/ TIES OR STAPLES.,.
GENERAL NOTES:
EDGE O PAVEMENT
36 CANOE RIVER DRIVE
FILTER FABRIC FASTENED OVER '
1
LOCUST ASSESSORS MAP 49 LOT 220
OHVV
LOCUS -�
MESH, FABRIC OPENING SIZE SUITABLE
.
FOR VERY FINE SILT/LOAM. SOILS.
RECORD OWNER:
THE IRM CORP.
STAKED BALES END
C/O MARK GORMAN
TO END
77 RUSSELL ROAD
WELLESLEY, MA 02482
20"
i
2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DELINEATED THE
MIN.
I
WERANDS 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, MASSACHUSETTS DATED
FLOW
2012. DATUM AS REFERENCED IN THE SWEETSER PLAN IS
-
I I DIRECTION OF
NGVD-16,
UNDISTURBED GROUND\\
I I
3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND
MASS HIGHWAY STANDARDS.
2 - i I I H
4. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
LOCATING AND COORDINATING THE PROPOSED CONSTRUCTION ACTMTY
WITH 010 -SAFE AND THE APPLICABLE UTILITY COMPANIES AND
N/F
I I -
MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE.
GUILD 6-
DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS
MIN.
-
STATUTE CHAPTER 82, SECTION 409 AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES
EMBED FABRIC AND FENCE,
AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND
8" MIN.
ELEVATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM RECORD
PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION,AND INVERTS
OF UTILES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF
._..
CONSTRUCTION.
5. CONTRACTOR TO PAVE AND LOAM AND SEED ALL DISTURBED AREAS.
-. - - ..
BALES TO BE TIED 'W/ ORGANIC '.FIBER ,TWINE ONLY, - -r.
- AREAS TO, BE STABILIZED PRIOR .TO..THE REMOVAL OF.THE.EROSION
NOPLASTICOR WIRE.
....
- CONTROL BARRIER.
- HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2"
6. THE PROPERTY HAS A FLOOD ZONE AE OF ELEVATION 12 AS SHOWN
WOOD STAKES PER BALE,
DRIVEN 18" MIN. INTO GRADE.
ON FIRM 25001CO587J DATED JULY 16, 2014. THE CORRESPONDING
ELEVATION AS SHOWN ON THE PLAN IS 13.1 WHEN CONVERTING THE
NM -29 PLAN DATUM TO THE FEMA DATUM OF NAVD-88.
SILT FENCE /
HAYBALE DETAIL
DEED REFERENCE:
Barnstable County Book 12608 Pa a 138
N/F'
GORMAIV
9
PROJECT TITLE & LOCATION:
PROPOSED NOTICE OF IN EN
I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED RVl{ 5
STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN N� _� _G �+�ay, DATE: MAY 22, 2012
HEREON WITH RESPECT TO THE PROPERTY UNE. �� TOWN OF YARMOUTH ��� TER _�
OF is TOP TO pF BANK AT WA
ti ti w -p- `(� e.
oma' LAWRENCE
DECELLE, JR ! 2
Na 9158
A
4ND SIIRVf.'���
f L( L
I REVISED: OCTOBER 28, 2015 - FLOODPLAIN REVISION
REVISED: JANUARY 6, 2016 - SEPTIC INFO INCLUSION
JOB NUMBER: 150.010 SHEET 1 OF 2
20 10 0 20 40
SCALE. V=20'
T T PLAN
142 SWAN LAKE ROAD
LOCUS SKETCH NOT TOSCALE
YARMOUTH, MA 02664
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Yarmouth, MA '
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F ttw � : ., _/., � I"'"
PLAN TITLE:
p s,
g4y79"q`7T x '
PROPOSED SITE PLANp
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�Ie..1NY� ..^. Kai pG i]u NL>.a3yw.HhL«w.iv..:6'Ws1%:IYV.0
2
Y
�4,
PREPARED FOR:
WILLIAM MCDERMOTT
36 CANOE RIVER DRIVE
re`
MANSFIELD, MA 02048
LOCUS -�
I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED RVl{ 5
STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN N� _� _G �+�ay, DATE: MAY 22, 2012
HEREON WITH RESPECT TO THE PROPERTY UNE. �� TOWN OF YARMOUTH ��� TER _�
OF is TOP TO pF BANK AT WA
ti ti w -p- `(� e.
oma' LAWRENCE
DECELLE, JR ! 2
Na 9158
A
4ND SIIRVf.'���
f L( L
I REVISED: OCTOBER 28, 2015 - FLOODPLAIN REVISION
REVISED: JANUARY 6, 2016 - SEPTIC INFO INCLUSION
JOB NUMBER: 150.010 SHEET 1 OF 2
20 10 0 20 40
SCALE. V=20'