HomeMy WebLinkAboutWWP2703414.6CD
0
LLI
O
'o
I
w
N
N
rn
m
i•7-
Z
W
�
_J
W
LLJ
v
0
C.
Q
Ld
otL
�
ot�
cn
Ld
L-j
c5
Cn
LL1
CLQQ
>--
U
O
�
U
z
�-
O
J
IV z
w
WO 3N
Ma W z�
ell
;�4 Z W
o
t�t J
N
O
:7
:
3
M
m
d
tl
Q
w
Q
0
m
z
O
V)
O
z
MAX. 18" OVEREXCAVATION
ON ANCHOR SIDE
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT
DRISCOPIPE
F--
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
KNOCKOUTS FOR 11
PIPE INSTALLA 77ON
DRISCOPIPE
PLACE 1 C.Y. CONCRETE —
BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
SECTION A —A
ANCHOR CONNECTION DETAIL
48" MANHOLE
POLDED STU
D
N �� FLANGE
18" OVEREXCAVATION
JCHOR SIDE
PLAN VIEW
METAL FLAN(
ASA FLANGE
HDPE SPOOL OR
GROOVED INTO WALL
OPTIONAL STRUCTURE CONNECTION
NTS
SEE PLAN ON SH T 18
i I 1+05-4'L T=
S+ 13.80- 6'L T
48 SSMH#1
380 — a� 380 R1M=403.94
1E=393.84-E, NW
1E=393.74-SW
EXIS77NQ GROUND
PROFILE ALONG i
EASEMENT CENTERLINE. MIN BENDING RADIUS IS 35'
_ SEE DETAIL A-T-R M.T FOR
CAL CULA TION
1 ' MIN COVER
f 360 _............._ _ 360
CONCRETE FOOTING
EXCAVATED INTO
NATIVE SOIL
440
I
+!
O
II
EXIS77NG GROUND PROFILE
EASEMENT CEN7MINE
S
CL
430' -
- -_
+
o
W
63
-
ems_.
W
_ _...
+
c6
_ f
410 F-- . _
1 +05-41 T=
5+ 13.80- 6'L T
48" SSMHJ1
RIM=405.,�0
390 -- _1E=394.P E,NW -
1 +60 2400
IE=394.27-SW
1 n W )
1 " MIN. DIAM. STAINLESS STEEL
ROD (STRAP) CLAMPED
SECURELY TO 12" SLEEVE
8" ID DRISCOPIPE IN 12" SLEEVE
SECTION Y-Y
' 4
g" ID" pRISCOPIPE
3' MIN.
DRISCOPIPE ANCHORS
NTS
EX ACCESS ROAD
12" N-12 ADS SLEEVE
CLAMPED SECURELY BUT
ALLOWING DRISCOPOPIPE
TO SLIDE. FREELY
W +'
lJRUP'OSt11 1-livi;Sr` r-D GHADE
tQ Z
-----0.96% _ N4_
j ` W
PROFI ALSO ON SNT 14 =
,- 99LF 8"O' PVC. S=0.659 - :z
L O T H ACCESS & EA SEMEN T
PROCTOR 95% COMPACTED
SOIL ENVELOPE
Drisco i e
HDPE PIPE
8" ID MIN. 10.5" OD
i SDR 11.00 160 PSI
S=34 14 13
MIN BENDING RADIUS IS 20
\'y TIMES THE OD, FOR SD 11
'pfo AND THICKER PIPE. USE 40x
9C'2xFOR SAFETY,
GAP �o THEREFORE RAD=(40)(10,5') _
� 420'/12 = 35',
CLEAN OUT DRISCOPIPE ARC DETAIL
NTS
12"x8" STRAPPING SADDLE
AND CONNECTION TEE
EX 12" SEWER PIPE FINISH GRADE WITH GROUND COVER
FINAL BA(
NATIVE
6"
8" ID DRISC
NATh
)I<BE
*FOUNE
"AS —BUILT" NOTE:
tio9��F I AS -BUILT' IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPL %ti I
BY CON 1RACTOR.
r e nu Tr,
IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND/OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
RECOMMENDED
FOR APPROVAL
BY DATE
PROCTOR 95% COMPACTED B Y DATE
SOIL ENVELOPE
BY DATE
BY DATE
BY DATE
71922R5SITE.DWG
9`'190`2;
lSlE:jWlE:jRj
3'414