HomeMy WebLinkAbout88.91.1C2 - Z Donuts Grading, Drainage and Utilities PlanAPPROX. LOCATION OF EXISTING
DRAINAGE STRUCTURES PER
STATION AVENUE CONSTRUCTION
PLAN SHEET 10 OF 45
ta
MAP 98
PARCEL 1
/ / // PARCEL B 1\ \ \
MAP 98
PARCEL 111
AREA = 10,01=5.F. \ \ l
Z�l JOA
i
I
102 \
t •8 I101 I
X103
4-
\
/1
+101.9
\
100.4+I
If
\ f�
/
II
-102-
`
_
1• DOMESTIC WATER 11
'�s
D O"V'
(
\
-_=====
SERVICE INSIDE Y If
DIA. SLEEVE.
A
I
\
PROPOSED
I
-101-
1 I \ \
OPEN LEFT
CONVERT CLU TO
/ I \
EDDY HYDRANT
cy DEL -Z INV. IN 95.5 II
INV. OUT - 95.4
tfi MIN. I \ IINAw x,
WATER NOTE
- 1 I ALL WATER PIPE AND APPURTENANCES II II �Bt
TO BE APPROVED BY YARMOUTH WATER n II PROPOSED
DEPARTMENT PRIOR TO INSTALLATION.II - ` II 1 1,500 GALLON
jj �a CB -3A SEPTIC TANK 1
DMH -1
1 I /II INV. IN 95.5 RIM EL = 99.3 O
V. OUT 95.7
=
z I / / II INV. OUT = 95.4 II � � V�
BENCHMARK:if
TOP OF CONCRETE BOUND I I I > ,/'RIM EL. = 99.7
/CB -tA \ \ \
I MAP 98 ELEV.- 100.00 (ASSUMED) I I INV. OUT = 96.0 `
I I / RIV EL. = 99.0
PARCEL 90 ! 1 �' INV OUT = 95.4 RFS
INV. (BOTH) 9J� a 9
\I i \\\Jo,, EL = 94.2
- - - EXISTING EDGE OF PAV +BENT / - _ ( h \
CBCB1 C a C)
I 1/ -\ ❑ / I RIM EL. = 99.0
--
\ /\----- / I INV. OUT = 95.8
101_ - - - - / ' I +100.2 'DO (.,) I \•
1 _ `_too----- /
❑. RIM EL: 100.1In 0`
J % INV. OUT=96.9
In DRAINAGE I +NP
i3 -EASEMENT
+ 0.3 I +100.9 101.11
1 o i
I //% % %PROPOSED BUILDING./' %�i�
%a//jTOP OF SLAB]//�
/ ;�
/ / / ELEVATION = 11101.60ii/%�
i I 100.6
+101.4 n +101.3
I
PRE USLY APPROVED
2 QD SIS +,DD.9
/ 6 DIA. STONE TREE WELLS
-� IMPRO TS SHOW' GRAY;�'14'w x s'D (20' SPACING MAX.)
c E BASIN
iD0.2 \CaN TIIkJV I NT 94.7 INV. = 9
I I INV. IN=96.5-
---� ` INV. OUT=96.4
1 / o
Ilk
�- i PROPOSED CLDI 94.4+ - 0+94. 9
WATFR'$ERVICE
PROPOSED INV. I 94.9 GIRASS-EINEQ_SWAL�-
METER PIT ($EE DETAIL)
} 11 \ \ , 1 11EXISTING EDGE OF PA T- '
1
FORSM A VENUE
(PRIVATE ftYIS
1 II 1 1 \\ EXISTNG FDG£ OF PAVEMUNT 1 I 1
l
I Irl ll1 poi. 11
m \ \
001442A \ \ \ \
PROPOSED \ \^ \ \ \ \ \ \ 1
o - __25'LX11.83'WXI'D%
LEACHING CHAMBER �� \ 1
Q 1 \ \\ \ 1 11
D -BOX J \` Hot--�'`\\ \\ \� ! It ! 11 �
1 �y
\ NOTE:
\ \ RUNOFF FROM ROOF IND
\ VENT AREAWAYS TO BE
ROUTED TO DRYWEU';
GRASS LINED-/
SWALE (SEE "loo
DETAIL) \ \ �,�
100.5+ s LB _1 L6
ROPOSED 321 x 14'W x CO / - 241 x 14'W x 6'D
+100.7 DoH# 2 0'L x 12.83'W x 2'D RECHARGE BASIN 1 - - - - RECHARGE BASIN /
EACHING CHAMBER RIM EL=94.0 / 9y
PROPOSED
2,000 GALLON \
SEPTIC TANK ACCESS RISERS AND
COVER111 S TO GRADE
10 .4+ 100.7+ 1 (TYPICAL)
101.0
D -BOX ( \
O O 4' DIA. SCH 40
PVC VENT PIPE /
500 10'MIN.
PROPOSED (2) o PROPOSED 6'
1,000 GALLON VENT DIA. CLDI \\ /
GREASE TRAPS f WATER MAP 98
++ Z D -H#t SERVICE / ' PARCEL 3
sg 0 99 / PROPOSED CLDI / \
/ WATER SERVICE
�- r----� -CB-2D
RIM EL=98.4
98 INV. OUT = 95.
' u 0P-OSE6
OEETER PIT \\
GB -2C J .
RIM EL. = 98.5
INV. IN = 95.1 \
INV. OUT = 95.0 / \
/ EXISTING EDGE OF PAVEMENT
PLAN
LEGEND
ExrsnNG
■ BOUND
MANHOLE
Z4 HYDRANT
Ill TELEPHONE BOX
--100-- CONTOUR
PROPOSED
100 CONTOUR
+99.5 SPOT GRADE
U HYDRANT
-W- WATER SERVICE
OASTAL
s NGINEERING
M OMPANY, INC.
260 Cranberry Hwy. Odeans, MA 02653
508.255.6511 Fax: 508.255.6700
/
/ MAP 98
PARCEL 4
N
INSPECTION NOTE
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
U
a
a
NOTE DATE
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
- - - - - - - - - THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL DRAWNBY
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND SMR
LOCAL BOARD OF HEALTH REGULATIONS. CHECKEDBY ' lm
I inch - 20 fl:
ISSUED FOR CONSTRUCTION 3/23/05
0
0
N
S -2A
O
O
C
Oa
WA
L OF L SHEETS
c PROJECT NO, =Cl
U