HomeMy WebLinkAbout83-1925 - Site Plan007DeCELLE
NIF
A//F.: NIF - -�.
FORN/ER
SPRAGUE MANN/NG _
BURKE
36" MIN. FENCE POST & Associates, Inc.
EDGE OF PAVEMENT (STEEL 'T' TYPE OR 2"
HARDWOOD) DRIVEN MIN. 16" 149 Independence Avenue Quincy, MA 02169
EDGE OF�PPAAV/7rM"jENT ROAD
INTO GROUND, 10' MAX. O.C. (617) 405-5100 (0) (617) 405-5101 (F)'
SWAN lJl 1 l 1lJ j � O A "'� . WOVEN WIRE FENCE (MIN. 14 1/2.
GAUGE, 6" MAX. MESH SPACING)
SECURELY FASTENED TO POST.
(PRIVATE - 40' WIDTH) W/ TIES OR STAPLES. GENERAL NOTES:
WFILTER FABRIC FASTENED OVER
W EDGE OF PAVEMENT 1. LOCUS: ASSESSORS MAP 49 LOT 220
FRIC OPENING SIZE
W OHW FORHV RY FINE SILT/LOAM SOILS.ABLE j
OHW W RECORD OWNER:
THE IRM CORP.
OHW __--Z OHW 75.00' �- STAKED BALES END C/O MARK GORMAN
PICKET FENCE - - - TO END 77 RUSSELL ROAD
L,
/ 39��. WELLESLEY, MA 02482
r LOTS 90&91 PROPOSED LEACH FIELD / P 20" I 2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DELINEATED THE
19,8651 SF. / °� I ( WETLANDS FOR THIS LOT AND WERE FIELD LOCATED BY THIS OFFICE.
TEST .T 1 0 MIN. I I TOPOGRAPHY AND PROPOSED HOUSE AND SEPTIC LOCATION SHOWN
o_
TENT 2 O `_ I I HEREON
INEE ING FROM THE SEPTIC DESIGN PLAN
DENNIS, MASSACHUSETTS EDATED
'PARED BY
I I DIREC�ON OF FLOW NAPRIL GVD-16, 2012. DATUM AS REFERENCED IN THE SWEETSER PLAN IS
^
NDN
v — UNDISTURBED GROUND � I I I 3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS NO
MASS HIGHWAY STANDARDS. ;
SEWAGE DISPOSAL SYSTEM DESIGN
J DESIGNED BY HERS AND 'O 2'- II I 4. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE
LTII. APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
APPROVED BY THE YARMOUTH B.O.H.
oo I I LWITHnDIG-SAFECANDDTHE¶APPLTHE
CABLEPROPOSED
UTILITY COMPANEIANDACTMII
NIT- I MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE' _
18
GU/LD DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS
Q _-E` I°p, O o� MIN. STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL Ui1LRIE5
o / \ ` )z� BUF � EMBED FABRIC AND FENCE, AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND !
8" MIN. ELEVATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM RECORD
t N AND INVERTS
NIF b �1 _ PLANS. THE CONTRACTOR SHALL VERIFY
SIZE LOCATION,
CARROLLI / ` y -0F UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF
PROPOSED SEPTIC TA \ x� CONSTRUCTION. SII
-PROPOSED WAITER SERVICE W ._ _.- 5. CONTRACTOR TO PAVE AND LOAM AND SEED ALL DISTURBEu AREAS.
X360 `�:
- - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, AREAS TO BE STABILIZED PRIOR TO THE REMOVAL OF THE EROSION
-8.0
� � -� � 32.0' NO PLASTIC OR WIRE. CONTROL BARRIER.
24.0' \
ti PROPOSED SINGLE- ` \ - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" 6. THE PROPERTY HAS A FLOOD ZONE AE OF ELEVATION 12 AS SOWN
o I FAM/LY HOUSE ti `' I PROPOSED WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. ON FIRM 25001C0587J DATED JULY 16, 2D14. THE CORRESPONDING
a' BIL CONC. ELEVATION AS SHOWN ON THE PLAN IS 13.1 WHEN CONVERTING THE
o TOF=19.20 o NGVD-29 PLAN DATUM TO THE FEMA DATUM OF NAVD-88.
DRIVEWAY I
60 0' SILT FENCE / HA YBALE DETAIL
i �_ � .�,�t.�.�.�.�� •-..^�� ..�..:.: ea-.`. :w` � DEED REFERENCE:
BH `
Iv PIl�POSED DECK SO @ Barnstable County Book 12608 Page 138
0 36.0' AND B FFE4> g NIF
GORMAN PROJECT TITLE & LOCATION:
16 4 `
/ PROPOSEROSION \ p
CONTROLE BARRIER 4\
i
o I o \ PROPOSED NOTICE OF INTENT PLAN
142 SWAN LAKE ROAD
Llulr of 100 -YEAR FLOODPLAIN I / ^ i ` LOCUS SKETCH - NOT TO SCALE YARMOUTH, MA 02664
£LEV.=13.1
ZornIO
�K �...\... I Yarmouth MA
6A ,� � C, I", $r',LfsTiG'P+!S PLAN TITLE:
�v Prise
L STAL i \r \ \ _ ST PLAN
top 4 COs . �\ «. - _
_PROPOSEDSITE
PREPARED FOR:
tia x
VW-3�B{4fL2�..
WILLIAM MCDERMOTT ,
6/ BORDERING VEGETA-7&Q WETLAND \ r r a .ry y .
36 CANOE RIVER DRIVE
s ` MANSFIELD, MA 02048
s BVW- 4, LOCUS
r ^ s i, u" t 4 �-�, :. + ! #
•• 100.00' OYII- P Ei , I 4tF11
BVW-5 t a j< m se
I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED NIF a # '� u` r° DATE: MAY 22, 2012
STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN TOWN OF YARMOUTH OF
$ -
s I REVISED: JUNE 7, 2012 - CERTIFICATION
HEREON WITH RESPECT TO THE PROPERLY ONE �F BAN�WA�R �ZN Spey $' ` c ra rs 9i 1. try
OF MAS,S9Cy o A E H 1' z=�4 , $ m " ate,", tWsg � L�k ; ° REVISED: OCTOBER 28, 2015 -FLOODPLAIN REVISION
W. i o. 39418 i'srmutlr n. sr T L ,it I at '•'" r
DECELLE, JR " rr, l� JOB NUMBER: 150.010 SHEET 1 OF 1
No. LE, �£0STERip\�� 8.a° a `aua.,.�6,. � � ,. 7z " t r+,-
F/ONAL �� k e : �,• s. a 20 0 0 20 40
.ed hti i� rf"T"e
y
SCALE: 1"=20'