HomeMy WebLinkAbout1997 Engineered Plan Copies with Notations!i
ACCESS COVER (WATERTIGHT) TO
/ "T111N F FIN. GRADE
50.0' II�Nit tUM .75 OF COVER OVER PRECAST
RUN t'IPE LP
L.
48.75 FOR 'WIST
'PR 1�_
• --JE / 1.
48.11' GALLON SEPTIC 47.86'
--LM
TANK H- 1 - TO EXIST. LEACHING
. " _•.•Q.-) GAS 47.31'
47.48' FACILITY
32' do i I' -
MIN 5' CRVSHED STONE OR MECHANICAL
® (-.L% SLOPE) COMPACTION. (15.221 (21)
DEPTH OF FLOW 4' 38' o (. L X SLO - Z)
TEE SIZES: (-...,- X SLOPE)
INLET DEPTH . JV
OUTLET DEPTH
*THE INSTALLER SHALL VERIFY THE - '-
LOCATIONS OF ALL. UTILITIES AND THE BENCHMARI,: 'NAIR METER PIT Al
ELEVATION OF THE LEACHING FACILITY ELEVATION 50.6'
INVERTS PRIOR TO INSTALLING ANY + 17$ - _
PORTION OF SEPTIC SYSTEM. CONTACT
ENGINEER IF INVERT ELEVATION
SCHEDULE FOR PROPOSED COMPONENTS
NOT FEASIBLE
N
- No% *.-.
{, •n^,r1
�\ n
4598 +47. 0
Lui 4
0,C13 Sf*f
r
CqS
• 9b
LOCUS
ROUTE 6A
w
LOCATION MAP (NO SCALE)
NOTES:
1. ELEVATIONS A`:SUMED
2. FLOOOZONE C
3. ASSESSORS MAP 123 PARCEL 3
4. ZONING: R-40
5. 029 TO REMAIN WHILE NEW 2!%6 , ING
"ZQWS"1TiUL�cu. IpaJ au ct rcMc u,
RAZED WHEN OCCUPANCY PERMIT OBTAINED FOR
NEW DWELLING.
.,u
EXIST. 4 BR+ 4 1;
LEACHING
FACILITY
♦
tp `1 +46.05
#29 v i
1 i
+5a/46 1 ,.�'r k�Sl
1
i o\Q o /
+ 48 91 EXIST. b
1500 50 57.,
f 4 q ; GAL, ST '
o +�� .(?
64 i V 50.29
4L ; \ WAT PITME IF R ��Nf �050 3� APRON
?;. +49. a
it
b PROP 7 #3
- -- - - -- - - - - -- -- s U C 00
�4~ PROP. J 4, [, ,
`V
BARN TF t ..'j' S8-
o 0
e9 L
J
! i , • ,
L ,
W 001 �tf a 1iArRON
c7 ♦ Q /"� \ 48 4 R '
+ 35/'76
.........
+ --wg"81/ ts� + 4 .7
a a a10 �_ � HIGH PT
+ 51 I b
` + 50. 78 �
TOWN OF YARMOUTH VARIANCE
R6409)ES -D.
ott. WO-362-4341 U.4' H60' THE HIGH POINT IN THE
fox 505-362-MO �' ROAD (1.6' VARIANCE REQUESTED)
down cape engineering, inc. 451.49
_ CILVU-4 ENGINEERS
LAND SURVEYORS
939 main st. Yarmouth, ma 02675
NE H. QJAL PLS
SI?°�° I PLAAT
71
33 PINE S TREE T
IN THE TOWN OF:
YARMOUTH (PORT
u USAN Y0 U.t ry
DATE
97-296 1 1
ACCESS COVER (WATERTIGHT) TO
50.0' MiNU IUM .75' OF COVER OVER PRECAST Wrr"'F FVj. GRADE
Y
t
48.75' RUN PIPE LPkL
PROPOSED I5QQ,, E '/—
48.11' GALLON SEPTIC 47.86'
TANK (H- _,t t,�_) � 1 TO EXIST. LEACHING
47.48' 47.31 FACILITY
32' do 1 V
MIN 6- CRUSHED STONE OR MECHANICAL.
(..-Lx SLOPE) COMPACTION. (15.221 121)
DEPTH of FLOW - 4 (..? R SL.o-:)
TEE SIZES: (,1, —X SLOPE)
INLET DEPTH
WTLET DEPTH "
*THE INSTALLER SHALT. VERIFY THE --- - -----
LOCATIONS OF ALL UTILITIES AND THE BENCHMARF : 'N4T(R METER PIT Al
x
ROUTE 6A
LOCUS �y
z
W
NOTES: LOCATION MAP (NO SCALE)
ELEVATION OF THE LEACHING FACILITY ELEVATION 50.6' 1. ELEVATIONS n►:SUMED
INVERTS PRIOR TO INSTALLING ANY 2. F1000ZONE C
PORTION OF SEPTIC SYSTEM. CONTACT + 1.78 ' --
ENGINEER IF INVERT ELEVATION 36 ASSESSORS MAP 123 PARCEL. .3
SCHEDULE FOR PROPOSED COMPONENTS _
NOT FEASIBLE �... 1 4. ZONING: R- 40
-, - -- ---- _ 1 5. 029 TO REMAIN WHILE N LNG
�. '� . •� J L ICU. JJ .I V C7C Rf'G U.
--,WED %HEN -OCCUPAN--C�r :�E
Rig- f`- All
NEW DWELLING.
1>
000
4598 +47. p
-
Lv I 4 /''� EXIST. 4 BR+ 44� j
O, C• l 3 SF f / LEACHING `
• FACILITY ,
tp + 46,05 Ln
� #29
_)4 +49 '9oZT ,
l 0\
3
+48 91 Qo '
t 4q 50.0 EXIST. + b a�
1500
GAL. S1 5O 57,'
o + - .64 Nk 50 29
�o ; WATER ME IF R �R [�/y �n �s.5 � PAVED
f~� 0 ,?`APRnN
PIT ?� -
PR •
�
PROP �'V "3
OP. i
T
_ -
� BARN - ��Ti~'�-S
14
48 w /4 1) IQ
PA VED
'
♦ 84 A .� \
� ` � 4 f ,
! I,
r ,
+ 3'-/6 �0
+ 34'8�3�e�� + 4 .7
0100 HIGH PT
+51 1b
+ 50.78
,! TOWN OF YARMOUTH VARIANCE
WO-362-4 i+,_U.
Off. �
fox 508-362-! ,' 0.4' ABOVE THE HIGH POINT IN THE
down cape eerine, inc.
,; ROAD (1.6' VARIANCE REQUESTED)
4<51.49
Au, C*&Vljv. ENGWEERS _
LAND SURVEYORS
939 main st. Yarmouth, ma 02675
ARNE H. OJACkv
97-296
PLS DATE
OF 33 PINE STREET
IN THE TOWN OF:
YARMO UTH POR
T
' SUSA N YO v rr�P