142 Swan Lake Road Intent PlanDeCEL_LE
N/F
N/F N� c
SPRAGUE MANNING
Ll BURKE
(ST36� MIN. FENCE POST & Associates Inc.
E OF AIEMEN7 (STEEL 'T' TYPE OR 2"
EDGE OF PAtiEMENT - HARDWOOD) DRIVEN MIN. 16" 1266 Furnace Brook Pkwy., #401 Quincy, MA 02169
INTO GROUND, 10' MAX. O.C. (617) 405-5100 (0) (617) 405-5101 (F)
ROAD
T ROl1l/n
WOVEN WIRE FENCE (MIN. 14 1/2:
SWAN LAKE GAUGE, 6" MAX. MESH SPACING)
(PRIVATE — 40' WIDTH) SECURELY FASTENED TO POST
W/ 11E5 OR STAPLES. GENERAL NOTES:
W EDGE OF PAwsmENT FILTER FABRIC FASTENED OVER 1. LOCUS: ASSESSORS MAP 49 LOT 220 -
W
MESH, FABRIC OPENING SIZE SUITABLE
W W OHW FOR VERY FINE SILT/LOAM SOILS.
OHW / RECORD OWNER:
OHW OHW �— THE IRM CORP.
PICKET FENCE % 75.00' STAKED BALES END C/O MARK GORMAN
Y <_ g9 TO END 77 RUSSELL ROAD
L %Jr cosi CH FIELD ST PIT 1 ?� I WELLESLEY, MA 02482
BENCHMARK i PROPOSED LEA 20 I I 2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DELINEATED THE
19,8651 S.F. _
CONCRETE LNOU�29 15,308E SF. EST PIT ro M I MIN. WETLANDS FOR THIS LOT AND WERE FIELD LOCATED BY THIS OFFICE
- EONCRE 4 ( ) .UPLAND �. r'�+
o, SEPTIC LOCATION SHOWN
TOPOGRAPHY AND PROPOSED HOUSE AND
`' • D -BOX .'. `*
O I I HEREON WAS COMPILED FROM THE SEPTIC DESIGN PLAN PREPARED BY
SWEETSER ENGINEERING OF SOUTH DENNIS, MASSACHUSETTS DATED
4N .0' 1 I I TION OF FLOW NAPRIL GVD-16, 2012. DATUM AS REFERENCED IN THE SWEETSER PLAN IS
N H/GH CAPACITY INFILTRATORS DIREC
RiENCH FORMAAON UNDISTURBED GROUND I I 3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND
P
MASS HIGHWAY STANDARDS.. SEWAGE DISPOSAL SYSTEM DES/GN .� I
DESIGNED 8Y O)T�ERS AND2 I I 4. EXISTING UTILITIES WHERE SHOWN IN THCDRAWINGS ARE
y� Q k APPROVED BY THE YARMOUTH B.O.H. CO , I I _II I APPROXIMATE. THE CONTRACTOR SHALL BE;RESPONSIBLE FOR PROPERLY
LOCATING AND COORDINATING THE PROPOSED CONSTRUCTION ACTIVITY
WITH DIG -SAFE AND THE APPLICABLE UTIUfY,.COMPANIES AND
18 NIf I I MAINTAINING THE EXISTING UTILITY SYSTEM SINSERVICE.
GUILD
e O I a� DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS
pp 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 -
T PROPOSED SPC TANK SER 8" MIN. ELEVATIONS OF UNDERGROUND UTILITIES WERI-' TAKEN FROM RECORD
N/F O y O= PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND INVERTS
CARROLL 4" CAS- I \ \ OF UTILITIES AND STRUCTURES AS REQUIRE:DIPRIOR TO THE START OF
J
IRON PIPE o :A \ CONSTRUCTION.
/ W
> f PROPOSED WA R SERVICE:
5.'CONTRACTOR TO PAVE AND LOAM AND SEID ALL DISTURBED AREAS.
,, - 7,7
77 7. BALES TO BE TIED-W/ORGANIC FIBER :TWINE ONLY, _ : AREAS .TO BE STABILIZED PRIORFTO,THE REMOVAL OF THE EROSION :.
` 8. 0' 36.0 32.0
\ ,; NO PLASTIC OR WIRE:CONTROL BARRIER. ,,. ,•.-.
f-- 24.0'
PROPOSED SINGLE- ED \ HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" 6. THE ON FIRM 2OPERTY HAS A FLOOD ZONE AE OF ELEVATION 12 AS SHOWN
Y cb1FAMILY HOUSE I PROPOS \ WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. 1CO587,1 DATED JULY 16, 2014. THE CORRESPONDING
TOA41LY 20 o BIL CONC. ELEVATION AS SHOWN ON THE PLAN IS 13.1 WHEN CONVERTING THE
DRIWWAY / - - _ NGVD-29 PLAN DATUM TO THE FEMA DATUM'. OF NAVD-88.
1. 600 SILT FENCE ,j HAYBALE DETAIL
/ DEED REFERENCE:
BH tv P11'SPOSED DECKSp <trl B t bl C B
0 36.0' I ANp B rfR N/F-
16 Q GORMAN
AA,, \ a
PROPOSE EROSION \ o
lCONTROL BARRIER �\
ams a e ounty ook 12608 Page 138
PROJECT TITLE & LOCATION:
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