HomeMy WebLinkAbout3 Rogia Road Site Plan of Land 2LU
ACCESS COVERS MUST BE WITHIN
9* MINIMUM.
INVERT ELEVATIONS.:
DESIGN CRITERIA:
GENERAL NOTES. -
6' OF FINISH GRADE
3' MAXIMUM COVER
INVERT AT BUILDING:
97.6
DESIGN FLOW.
c;
C CB
CONCRETE BOUND
SCA L E- .20
FIRST 2* TO
200-5
INVERT IN SEPTIC TANK:
97.4
4 BEDROOMS AT 1/0 G.P.D. PER
1.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
O
HYDRANT
RE LEVEL
MIN 2' OF PEASTONE
INVERT OUT SEPTIC TANK:
97,15
BEDROOM EQUALS 440 G.P.D.
INC
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
_13>-
1 4' DIAN PIPC
LIGHT POST-
J14' - I-1/2' DIA.
INVERT IN DIST. BOX.,
97.1
UNDERGROUND ELECTRIC LINE
Yo rr-nou t hpo r t MA.
02675
98.4
us
14A
-362-8132
_CTV_
UNDERGROUND CABLEVISION LINE
(506) 4-32-5333
JJ
-!-40.4
INVERT DIST. BOX:
96,93
NO GARBAGE GRINDER
2.
VERTICAL DATUM IS ASSLMED, FOR BENCH MARKS
EXISTING CONTOUR
DECK
96.43
PROPOSED CONTOUR
2'9
IF]
DOUBLE WASHED STONE
OUT
SET. SEE SITE PLAN.
JOB NO: 04-063
FIELD:CFHIIEEK
CALC: SAHICFW
CHECK: CFW
DRN: SAH
94.5
INVERT IN LEACH CHAMBER:
96.5
BAFFLE
97-1
SEPTIC TANK REQUIRED:
3 OUTLET 3-500 CAL LEACHING CHAMBERS
BOTTOM OF LEACH CHAMBER:
94.5
440 G.P.D.'X 200x- 880 CAL.
3.
ALL CONSTRUCTION METHODS AND MATERIALS AND
D BOX W14* STONE AROUND.
12.6'ir x 33.5'1 x 2'd
ADJUSTED GROUND WATER:-
MIA
SEPTIC TANKIPROVIDED: 1500 GAL. MIN.
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
f
/500 GAL
OBSERVED GROUND WATER:
NIA
t
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
SEPTIC TANK
6' CRUSHED STONE OR
BOTTOM OF TEST HOLE *1:
89.5
SOIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
DESIGN PERC RATE ( 5 MIN/INCH
qN,
SOIL TEXTURAL CLASS -• 1
4
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
PROF,1LE:
NOT TO SCALE
EFFLUENT LOADING RATE - 0.74 GPD/SF
AREAS SUBJECT TO VEHICULAR, TRAFFIC OR GREATER
N
440 GPD / 0.74 GPD/SF - 595 S.F. REOUIREV
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
PROVIDED: 3-500 CAL LEACHING CHAMBERS
W14* STONE AROUND. A-614 S.F.
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
614 S.F. x 0.74 - 454 G.P.D.
APPROVED EOUAL.
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
-- --
----------------------------
-------------------------
SOIL
TEST
PIT DA TA®
PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL
----------------
+10C.2ROGIA ROAD
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
INDICATES
INDICATES
!-
I
GLUWONE $VPFACE
I
PERCOLATION
- OBSERVED
IS MORE THAN ONE OUTLET.
k
TEST
GROUNDWATER
----------------
.C-,--_---
--------
---#2
--------------------
7.
BEFORE CONSTRUCTION CALL 'AIG -SAFE'.
e-
rp
TP
1 -888 -D16 -SAFE AND THE LOCAL WATER DEPT.
HYD TAO HOLT
I
RIZON TEXTURE
COLORHORIZON
TEXTURE COLOR
FOR LOCATION OF UNDERGROUND UTILITIES.
EL - 102. 74
5 89OL'OO"E
126.05'
Ol
99.5
0'
100.1
ON. CR/DH FND
'09
GALLON
LOAMY
A
IOYR
_
LOAMY IOYR
A
8,
NO DETERMINATION HAS BEEN MADE AS TO
EL -100.7!
1 LEACHING [HAMPERS 6
SAND
313
SAND 313
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
TP 2
W14' STONE AROUND
12• -
----------- .. ................
.. ......
- 96.5
12 . .
.. ......................................
- 99./
•00.
loyp
REGULATIONS. IT SHALL REMAIN THE CLIENTS
LOAMY
IOYR
LOAMY
B
-
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
SAND
518
SAND 518
w
32 . .
..............................
...........
96.8
34' .
............. ................. .........
- 97,3
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
.......
C MED I UM
IOYR
c MEDIUM IOYR
D-
SAND AND
416
SAND AND 416
9.
IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
LOT 4
TPO I ISOO CAL
GRAVEL
GRAVEL
-
TO HAVE THE PROPOSED BUILDING FOUNDATION
SEPTIC.TANK
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
18.9011 S.F.
AND SOIL CONDITIONS AT THE LOCATION OF THE
521
PROPOSED BUILDING.
0JJ 1% 2
GAME /
102,
/q8 PROPOSED rom sEmcm
D MLING. rOF - 102.5
\
6 -
-;q,
120•
NO WA
69.5
1201
No WATER
F go./
,-L 0
LU
U
BART
RUB//v
LEGEND A
8 TiFiS_ WAY. SOUTH
YARMOUTH. "A
c;
C CB
CONCRETE BOUND
SCA L E- .20
-IA IVUARY 2-5.
200-5
_W_
WATER L INE
REVISED: APRIL
27, 2005
O
HYDRANT
GAS LINE
EAGLE SURVEY
NG
INC
OHW-
_13>-
LIGHT POST-
923 Route 6A
-E-
UNDERGROUND ELECTRIC LINE
Yo rr-nou t hpo r t MA.
02675
98.4
us
14A
-362-8132
_CTV_
UNDERGROUND CABLEVISION LINE
(506) 4-32-5333
JJ
-!-40.4
3b
�,40-_
EXISTING CONTOUR
DECK
P07
PROPOSED CONTOUR
JOB NO: 04-063
FIELD:CFHIIEEK
CALC: SAHICFW
CHECK: CFW
DRN: SAH
f
t
qN,
DATE: JULY 1, 2004
TEST BY., STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE., f 2 MIN/INCH
q(�
Az 7/z,
R 0 0 / A ROAD. MAP 37. PARCEL 9
BA(. CB/DH FND
BM. CB/DH FND N 89'46'00'W 146. 05 EL -98.50 WE S T YA R"O U T' LJ "A
EL -98.J7
PREPARED F0 R
LOCUS MAP
0 to 20 40
U
BART
RUB//v
LEGEND A
8 TiFiS_ WAY. SOUTH
YARMOUTH. "A
024564
C CB
CONCRETE BOUND
SCA L E- .20
-IA IVUARY 2-5.
200-5
_W_
WATER L INE
REVISED: APRIL
27, 2005
O
HYDRANT
GAS LINE
EAGLE SURVEY
NG
INC
OHW-
OVER HEAD WIRES
LIGHT POST-
923 Route 6A
-E-
UNDERGROUND ELECTRIC LINE
Yo rr-nou t hpo r t MA.
02675
-T-
UNDERGROUND TELEPHONE LINE
-362-8132
_CTV_
UNDERGROUND CABLEVISION LINE
(506) 4-32-5333
-!-40.4
SPOT ELEVATION
�,40-_
EXISTING CONTOUR
P07
PROPOSED CONTOUR
JOB NO: 04-063
FIELD:CFHIIEEK
CALC: SAHICFW
CHECK: CFW
DRN: SAH