HomeMy WebLinkAboutEngineer Plans - 2001OF FNDN
EL71.5f
�- ACCESS COVER WITHIN 6" TO FIN, GRADE ACCESS COVER (WATERTIGHT)
EL69t WITHIN 6" TO FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST
PROPOSED 1,500 RUN PIPE LEVEL
GALLON SEPTIC rr FOR FIRST 2'
L.65 9,5
TANK (H- 10 ) �H-10
GAS
BAFFLE E1.85.75 5.58
0 o FLOW LINE
1
\ 6_' CRUSHED STONE OR MECHANICAL EL65.5
2%
2" DOUBLE WASHED PEASTONE
DEPTH OF FLOW = 4' COMPACTION, (15.221 (21) 3.5 O SIDES 10
3' O ENDS
REQUIRED TEE SIZES:
INLET DEPTH = 10" MIN. BELOW FLOW LINE
OUTLET DEPTH = 14" MIN, BELOW THE FLOW LINE H-20
14
o
(--2-7 MIN. SLOPE) (--1-7. MIN.. SLOPE)( --1 00 0
.7• MIN. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
FOUNDATION
22' SEPTIC TANK 10' D' BOX 4' LEACHING FACILITY
SEPTIC DESIGN (GARBAGE DISPOSER IS NOT ALLOWED)
NUMBER OF BEDROOMS: 3
DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D
USE A 330 G/P REQUIRED DESIGN FLOW
SEPTIC TANK
330 G/D (2) = 660 G/D
USE PROPOSED 1,500 GALLON SEPTIC TANK
LEACHING
SIDE AREA: 2 x 2' x (9.83'+31') = 163.3 SF
BOTTOM AREA: 9.83' x 31' = 304.7 SF
SIDES: 163.3 SF
+ BOTTOM: 304.7 SF
TOTAL: 468 SF
PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF = 346.3 G/D O.K.
USE: (6) H-20 HIGH CAPACITY INFILTRATORS WITH 3.5' STONE AT
SIDES, 3' AT
ENDS, AND 14" BELOW. fipg�.. y�®1�®
�+ USEM DrkSIG DATA
3' MAX.
3.5' O SIDES
3' O ENDS
18'
14"
4.9'
6.9'
f30TT0 0 TH2 EI -58.6
.SEE SOIL LOGS
BOTTOM OF THt EL56.6
SEE SOIL LOGS
JANE A. RYER / 'EL.
ENCHMARK: I/
/ ONCRETE BOUND
DOUGLAS A. ROBERTSON I Y /
71.33 I 11 I
CERT#
LCP 39085B
"0 ro ro ro o o rn W
03
CB DH FND
ISPL.)
�\ 365.61 \ \ \ \ 74 �' 4/Z7//
i 1 \ 73
-72- - - - -
it 1� 70.6A \ ` \ 71 PROPOSED X 71.0- / �1 1l
LOT 1 r/ DRIVEWAY �� i/ /
0 v v ) / / 42,330 s. f. / v 71.5_ X 70.6 o Ix I Q
v A 0.97 ac. / / / / i v ` 0 / / / >
\ r O PROPOSED 3 10�
O ` o BEDROOM DWELLING rn / /O^ 11 / 1
LOT 3
I I l i i I I ri I I I i i
738//
/ ri l
I� ry/
\ TOP OF FNDN=EL. 72.00 Np, §�
30' CIO) M U
�/ I/ ✓1 ' p
u �O
QD
DO
71
U
_ q m
41 7 _ -65.
Y
T DENNIS R.R.
POND f v
o� SJ�S�R I
LOCUS
0
MID CAPE EXIT i
7 / HIGHWAY
RT.6
SCALE 1" 2000'
ASSESSORS MAP 94, PARCEL 1, LOT 1
FLOODZONE: C -
*ZONING DISTRICT: R-40
MINIMUM YARD SETBACKS:
FRONT - 30 ft.
SIDE/REAR - 20 ft.
*TO BE CONFIRMED BY BUILDING COMMISSIONER
DEPTH (in.)
WATER SHUT OFF VALVE
TO BE LOCATED
W"'
EDLAPROPOSOCLON
�o
GAS SHUT OFF VALVE
YR 4 2
TO BE LOCATED
g"
EXISTING GAS LINE
(24 GAL. < 15 MIN.)
TO BE LOCATED
y�
EXISTING PHONE LINE
TO BE LOCATED
BOTTOM PERC: AT 66" EL.62.1
EXISTING ELECTRIC LINE
2.5 Y 5 6
TO BE LOCATED
36"
EXISTING CABLE T.V. LINE
NO WATER OBSERVED
64.6
TO BE LOCATED
-70-
EXISTING CONTOUR
4- 70.6
EXISTING SPOT GRADE
-PROPOSED
CONTOUR
x
PROPOSED SPOT GRADE
TH1
SOIL TEST HOLE
SEE TEST HOLE LOG(S)
Y
T DENNIS R.R.
POND f v
o� SJ�S�R I
LOCUS
0
MID CAPE EXIT i
7 / HIGHWAY
RT.6
SCALE 1" 2000'
ASSESSORS MAP 94, PARCEL 1, LOT 1
FLOODZONE: C -
*ZONING DISTRICT: R-40
MINIMUM YARD SETBACKS:
FRONT - 30 ft.
SIDE/REAR - 20 ft.
*TO BE CONFIRMED BY BUILDING COMMISSIONER
DEPTH (in.)
TH1 ELEVATION
0"
67 6 SOIL CLASS: 1 (SANDS, LOAMY SANDS)
A
SAND ALOAM
PERC RATE: < 2 MPI (5 MPI DESIGN)
YR 4 2
. PRESOAK: 0:00:00-0:09:45
g"
N UTA
(24 GAL. < 15 MIN.)
66.9 9": 0:09:45
LOAMY SA D
BOTTOM PERC: AT 66" EL.62.1
2.5 Y 5 6
36"
ITA
NO WATER OBSERVED
64.6
GSANDDATE:
FINE
1/10/00
-0 '' 6%4
rrMANE'Erc wiwnAGL a FARIA SE
132"'----56.6 (DOWN CAPE ENGINEERING)
TEST HOLE LOGS WITNESS AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
NOT TO SCALE
DEPTH (in.) TH2 ELEVATION
0" A 70'8. SOIL CLASS: I (SANDS, LOAMY SANDS)
So DOR LOAM PERC RATE: < 2 MPI (5 MPI DESIGN)
6" IT 899 (ASSIGNED 0 Cl)
\ 6 /�----64---� i /ice o =HEALTHDEPT.
65 64 I I0pn I ?
/ 194.06 \ s I 1
LOT 2-
0
48-11 UNS �TA1 1166.151 NO WATER OBSERVED
.5 Y
11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS,
3, VERTICAL DATUM ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. ALL SEPTIC PIPING SCH-40-4" FVC UNLESS NOTED.
7. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
8. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
9. PIPE JOINTS TO BE MADE WATERTIGHT.
10. WATER TEST D -BOX FOR LEVELNESS.
SCALE: 330' off. 508-362-4541
fax 508-362-9880
down cape engineering, Inc.
Of
0CIVIL ENGINEERS
�P ClK Of MA,
ARNE H. 4yN Ar�t,P ARNEx I�xy,
OJAL
APPROVED DATE BOARD OF HEALTH A LAND SURVEYORS
� civ y
)9-403 z-/�-p/ �� �{/� 0 A9�rE Q rs s34a or 939 main St. yarmouth, ma 02675
-'�r�d���/ MA DATE � N��� n.IAI ��o ...:..a c
TITLE 5 SITE PLAN
OF LAND IN
YARMOUTHPORT, MA
PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 1 OLD HYANNIS ROAD
YARMOLITHPORT, MA 02675
SCALE: 1 "=30' DATE: 9-25-00
REVISED: 2-9-01
30 0 30 60 90 Ft.