HomeMy WebLinkAboutPlan502
N
BENCH MARK
NAIL I N POLE
E L. 502.65
50 \Z/
P R 0 P 0
DRIVEWAY
0
0
C 0 \ - Fes',/ //
SEED WITH GRASS
SLOPE AWAY FROM
STRUCTURE -
iO 3
504
0
FOUNDATION
WALL
PROVIDE 6" TOPSOIL"CONCRETE SLAB
SAND
DEPTH VARIES—
CP
FOOTING
414
PERF PVC 1
PIPE
UNDISTURBED
SOIL
TYPICA,L FOOTI NG DRAIN DETAI L
NOT TO SCALE
DR
I AIN WW'571' EX -TEN V, I2N MIN,. Test Hole Data
OUT OF GWAJND011 - 911 Topsoil
DRAIN CUTLET AAUS'r 9-11 - 3011 Subsoil
HAVE 12" WIN, FREEE FALik", .30" - ,95" Med. Comp. Sandy Till 494
FIELDSTONE D RIPPAP Mottling @ 4211 -Water 3, 6211 -No Ledge
SHALL EXTEN24" 14N-
FROW OUTLU, 495
uy 496
497
49
,TYPICAL DRAIN OUTLET
DETAI L 500
SCAL E z NONE
44
8Z° 4
� t
56
C) PROPOSED
WELL
100%
RESERVE AREA 494
/)I N V.
495.5'0
495
IRON
PI PE
\.\ o �' \ 1 `� MAP NOTES
1) Being Lot #1 on a plan entitled 11-1111JAN MADE FOR
496 H7 J & W ASSOCIATES DOYLE ROAD & C'O".111 TAGE DRIVE
MONTVILLE, CONN. SCALE: 1" = 40' CHANDLER
PALMER & KING NORWICH, CONN. OCTOBER 149 1984"
\ ` �\ \ '� ,��,�i 0) The sewage disposal system has been designed
(TYP) '497 for a 4 bedroom house based on a percolation
\/ rate of 6 min./inch. This requires 660 SF of
AGE 504.5
effective leaching area. Install 220 LF of
25'
411 perf. PVCpipe_in 3611 wide t-
rench, 12 feet
A 0
498 on centers.
PROPOSED
DECK„`-
Install 1250' ballon septic tank.
HOUSE FOOT I N G*
TOP FOUNDATION I F11
V.
506.0 497.5 499
P R () I flS F D I N V F H'I S
I()LNP.tVl ION INV. 4” C. I. III, f+ )0I. O5
500 SEP I 1 (11 'TANK I NV. IN 500.
SEPT` I C 'TANK 1NV. OUT 500.:30
7 1-)00. 2�)
DIST M "T. BOX I . IN
40 oe 5 0 1 DIST. BOX IN1111. OUT 500.09
DIST. BOX TRENCH #1 INV. IN 500.00
DIST. BOX TRE'NCH #1 INV. OUT 499.83 N SHOW iL NCS
5021�1 1:) 171 C:) L J 1
-"--4 j]
DIST. BOX TRE1\JCH #2 INV. IN 499.66
DIST. BOX TREINCH #2 INV. OUT 499. 50 WELL IaR
DIST BOX TRENCH #3 INV. IN 499. 16rplm
E) 1[ S; Y> 1\ f-, S3
5 03 DIST. BOX TRENCH #3 INV. OUT 499.00 C:) N 1--> FZ (D ID, E Fitz "-r IV (D:u
36 C:: H A FZ L, P: FZ H C:)" T
11 Li YZ 11 Ei RENC� " 1[
FINISH GRADE
c-, " -r -r z\ F� t:;,* (D P�, r)
50 4
M0UND SURFACE
"11ZT0 PROVIDE NICC N 'I'\/ T 11, LE T C~Uj_
MONUMENT DRAINAGE
0 WE'LL 2 SCALE IL 0
TOPSOIL
"—BUILDIING, PAPER A Y> FZ T L, IL 9 B CS,
16 4" PERF PVC. PIPE
I" SIZE STONE
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
48" MIN, PREPARED IN ACCORDANCE ViITH THE STANDARDS OF
A CLASS 'A 2' SURVEY AS DEFINED IN THE CODE OF
G ROU ND WATER PRACTICE FOR STANDARDS OF ACCURACY OF
TABLE0 SURVEYS AND MAPS, ADOPTED DECEMEER 10, 1975 AS
0 41�
0 AMENDED BY THE CONNECTICUT ASSOCIATICIII OF
A. 41- LAND SURVEYORS, INC., AND IS SUBSTANTIALLY
LEDGE
CORRECT TO THE BEST OF MY KNOWLEDGE AND
fob
BELIEF.
TYPICAL SEWAGE DISPOSAL 'SYSTEM
TRENCH SECTION
y. TITLE LAND..SURVEYOR CT. No. 5078
NOT TO SCALE DATE MARCH III , 1986