HomeMy WebLinkAbout15 Aunt Janes Road - Site Plan 2TOP FNDN. AT EL. 20.0' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FW. GRADE (NOT TO SCALE) _ r
L I /- ACCESS COVER (WATERTIGHT) TO
j 1$.7' MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 18.6'
r 17.0' �C(�/�
PROPOSED] 5QO
GALLON SEPTIC
16'75' TANK (H- 10 )
MIN
( 2 % SLOPE)
DEPTH OF FLOW = 4
TEE SIZES,
INLET DEPTH = 10"
OUTLET DEPTH 14"
FOUNDATION- 10'
RUN PIPE LEVEL
FOR FIRST 2'
16.50'
GAS
BAFFLE 16.0' 15.83'
6' CRUSHED STONE OR MECHANICAL g
COMPACTION, (15,221 121) min ro
C 1� SLOPE) ( I 2 SLOPE)
2' DOUBLE WASHED PEASTONE�
==„-000a
15.6'
0
000a
ED
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CC
v
D
o
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==10
a
C7
2'
C1C1071
=EPTIC
=
===
1.
DATUM IS A PROXIMATED FROM QUAD MAP
'
F", 01, 5r r'r1ti it'i r >r,
_ ,5n i,F
2.
M'.:NICIPAL WPTcp r� AVAILABLE __
.SE A550 GPD DES_,t. =_•W
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
S=PTIC
3/4' TO
1
1/2"
DOUBLE
WASHED
--"
STO
SEPTIC TANK 31' D' BOX 20' LEACHII
FACILII
PROP. 18' WIDE PAVED WAY
Z
LOT .S - _. HIGH PT \ \ -
31,418+/- "SQ. FT. U \
/-
� PROP. DRIVE.: j. ��•
\`
j t9 L=37.80' \ \ �
R=25.00' `'
TH 2 ;pr
TH
TH 1
\\ PROP. DWELLING
TOP FNDN - 20.0'
T
�Oc� \ W
r
N
Pp
IX
BENCHMARK - HYDRANT \ \T
ON TAG BOLT #1806 \
EL. = 21.4' r
\ T
\T
w
p
MA
01-011
v
BENCHMARK - TOP C
CONCRETE BOUND
EL. = 19.40 (ASSMD)
Y
NOTE: FINAL EXIT PIPING. DEPENDENT
UPON FINAL PLUMBING PLAN
SCHEDULE
7.9'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS AMY VON HONE, RS
DATE 3/1/0'_
F --'RC. RATE _ _ < 2 MIN/INCH
I
CLASS_ SOILS P#
C,ul ELEV. Cp
0' 19.4' 0' 19.1'
0 0
6"
_ - A/Cf A
LS LS
10YR 4/2 10" 10YR 4/3
_--- BW BW
LS LS
310YR 5/6 16 6' 26,E 10YR 6/6 16.9'
4"
C
C FS
FS
j 2.5y 7j3
2.5Y 7/3
I ,
ast�
�Ja LOCUS
_I. (1" SG
9
P 9
F yds
lqy Pa
s y
rF,
P
by
t
5,.
PgP
QBE
LOCATION MAP NTS
ASSESSORS MAP 51 PARCEL 11
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20' .
REAR = 20'
PLAN REF. - LCP 23518 8
FLOOD ZONE: C
YARMOUTH VARIANCE REQUIRED: TOP OF
FOUNDATION TO BE 1.1' HIGHER THAN HIGH POINT IN ROAD
(0.9' VARIANCE REQUESTED)
A
9`
LEGEND
110C.O PROPOSED -:POT ELEVATION
/ 100X0 EXISTIN_, SPOT ELEVATION
_- PROP'1SED CCNTOUR
i
100 -- EXIS'ING C10",'TOUR
BOARD DF HEALTH
MA
APPROVED DPTE
J off 508-362-454,
fax 508 262-9880
clown cape engineering, !0c.
CIVIL ENGINEERS
LAND SURVEYDRS
939 mair; st. yarmouth, ma OC S75
fs
TITLE 5 SITE PL AN
OF 15 AUNT JANE'S ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: JEANNE L. DOCKERY
30 0 30 60 90
SCALE: 1" = 30' DATE: NOVEMBER 30, 2001
REV. 12/17/01
REV. 12/21/01 (ROAD)
fi!
f
Y
P.L.S. DATE
38"
7 9' 120"
J 9.1'
NATES
NC VATE4 ENCOUNTERED
=EPTIC
DESIGN; (GARIAG- DISPOSER 'S IjC7
ALII0 ; 7 >
1.
DATUM IS A PROXIMATED FROM QUAD MAP
C' -,N
F", 01, 5r r'r1ti it'i r >r,
_ ,5n i,F
2.
M'.:NICIPAL WPTcp r� AVAILABLE __
.SE A550 GPD DES_,t. =_•W
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
S=PTIC
TANK; 550 GP:; C 2-) = 1101-'
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
_
--"
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
LSE A 1500 GALLON SEPTIC TP.N"<
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
1(,.8,3)2 (.74
172.7
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SIDES
-2(47-, -+ ----
TO BE USED FOR ANY OTHER PURPOSE.
IOTTOM:
47.5 x 10.83 (.74) --
= 38(.7
----
8.
PIPE FOR. SEPTIC SYSTEM TO SCH. 40-4' PVC.
OTALI
747.7 S.F. 553.4 GDT:
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
-"-
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (5) 00 GAL. LEACHING CHAMBERS ACME OP.
FROM BOARD OF HEALTH.
EQUAL) WITH 3' c ^!E- AT SIDES
AND 2.5' AT ENDS
A
9`
LEGEND
110C.O PROPOSED -:POT ELEVATION
/ 100X0 EXISTIN_, SPOT ELEVATION
_- PROP'1SED CCNTOUR
i
100 -- EXIS'ING C10",'TOUR
BOARD DF HEALTH
MA
APPROVED DPTE
J off 508-362-454,
fax 508 262-9880
clown cape engineering, !0c.
CIVIL ENGINEERS
LAND SURVEYDRS
939 mair; st. yarmouth, ma OC S75
fs
TITLE 5 SITE PL AN
OF 15 AUNT JANE'S ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: JEANNE L. DOCKERY
30 0 30 60 90
SCALE: 1" = 30' DATE: NOVEMBER 30, 2001
REV. 12/17/01
REV. 12/21/01 (ROAD)
fi!
f
Y
P.L.S. DATE