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440 —
MAX. 18° OVERIXCAVATION jrT
ON ANCHOR SIDE
KNOCKOUTS FOR INLET 48" MANHOLE
PIPE /NSTALLADON
NOTE: I EXISTING_ GI OUND
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOL
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1
404
384
366
346
32C
30C
DATUM ELEV
285.00
OD
0
M
N
DRISCOPIPE
PLACE 1 C.Y. CONCRETE
BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
SECTION A -A
ANCHOR CONNECTION DETAIL
MOLDED
END
kX. 18" OVEREXCAVATION
V ANCHOR SIDE
PLAN VIEW
MOLDED SUB
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
HOPE SPOOL OR
GROOVED INTO WALL
420
OPTIONAL STRUCTURE CONNECTION
NTS
SEE PLAN ON SHT 18
0
EXISTING
GROUND
z
PROFILE
440 —
MAX. 18° OVERIXCAVATION jrT
ON ANCHOR SIDE
KNOCKOUTS FOR INLET 48" MANHOLE
PIPE /NSTALLADON
NOTE: I EXISTING_ GI OUND
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOL
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1
404
384
366
346
32C
30C
DATUM ELEV
285.00
OD
0
M
N
DRISCOPIPE
PLACE 1 C.Y. CONCRETE
BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
SECTION A -A
ANCHOR CONNECTION DETAIL
MOLDED
END
kX. 18" OVEREXCAVATION
V ANCHOR SIDE
PLAN VIEW
MOLDED SUB
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
HOPE SPOOL OR
GROOVED INTO WALL
420
OPTIONAL STRUCTURE CONNECTION
NTS
SEE PLAN ON SHT 18
0 +00 1 +00
T=
-6'LT
H #1
1.94
34 -E, NW
74 -SW
390
1" MIN. DLAM.
8" ID DRISCOPIPE IN 12' SLEEVE
8" ID" ORISCOPIPE
CONCRETE FO
IXCAVATED
NATIVE
48'
N
,AOn
I� ^I
SECTION Y -Y
DRISCOPIPE ANCHORS
NTS
II
W
W
i
TO SLIDE, FREELY
I
`n °o
� o
± N i
It II
� W
R CL /
/
PSG,
SSMH
LOT 11 A
/ CLEAN OUT DRISCOPIPE ARC DETAIL
PITS
El" STRAPPING SADDLE
CONNECTION TEE
SEWER PIPE FINISH GRADE WITH GROUND COVER
F
8" 1
M
a
II
W
W
s
a
3
IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND /OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
0.967
W
2
PROF? E ALSO ON S T 14 v
VC, S =0.65
SCALE
1 " =20'
:OR 957 COMPACTED
.NVELOPE
D,sco i e
HOPE PIPE
8" ID MIN. 10.5" OD
SDR11.00 160 PSI
5- 341413
MIN BENDING RADIUS IS 20
TIMES THE OR FOR SD 11
AND THICKER PIPE. USE 40x
FOR SAFETY.
THEREFORE RAD = (40)(10.5') _
420'/12 = 35'.
"AS- BUILT" NOTE:
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLI
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
PROCTOR 957 COMPACTED BY DATE
SOIL ENVELOPE BY DATE
BY DATE
BY DATE
BY DATE
EXISTING
GROUND
PROFILE
ALONG
EASEMEA
T CENTERLINE.
-
400
I
/
1 +OS -4
5 +1384
48" SSA
-
380 R /M =40.
1E =393.
EX/SDN
GROUND
LUINSENVING
E =393.
PROFILE
ALONG
EASEME
T CENTERLINE
RAD /U
IS 35'
T FOR
r
CALCULA
rZON
1' MIN
COVER
/
r
I
360
I
185L
8" ID
DR/SC
PIPE I' MIN.
SPACING,
S
E DET.
/LS ON THIS
01"
SAN
TAR 6
qEET
340
/
I
CONSULT GEO-
STEEP SLOPE
TECHNICAL
CONSTRUCTION
RSPOR7
FOR
REQU/REMEN
S.
r
8" ID
9RISCOPIPE 1
00 STIR 11 PIPE
MAINTAIN
1' MINIMUM
COVER FOR
PIPE
PR07E
0770N. USE H
ND EXCAVAD
N
FOR
MENCHING. SEE
TEMPORARY
EROSION
PLANS FDA
COVER
320
PIPE ANC
ORS MIN
SANITARY
W
R
SPACING -'0'
T
i Oil 116
-OUTFA
L
SS -Coy1
R/M =313.0
I
1E= 307.00 -8
HDPE
300
+20-
U7FALL
SS CONNECT
N.•
SCALE
ADDLE
AND 7
IP EX 12" HD
IE
1' =20' H
EWER
AlN
1'=10' V
S /E=
06.00
EASEM
NT P
OFILE
N
M
rn
0 +00 1 +00
T=
-6'LT
H #1
1.94
34 -E, NW
74 -SW
390
1" MIN. DLAM.
8" ID DRISCOPIPE IN 12' SLEEVE
8" ID" ORISCOPIPE
CONCRETE FO
IXCAVATED
NATIVE
48'
N
,AOn
I� ^I
SECTION Y -Y
DRISCOPIPE ANCHORS
NTS
II
W
W
i
TO SLIDE, FREELY
I
`n °o
� o
± N i
It II
� W
R CL /
/
PSG,
SSMH
LOT 11 A
/ CLEAN OUT DRISCOPIPE ARC DETAIL
PITS
El" STRAPPING SADDLE
CONNECTION TEE
SEWER PIPE FINISH GRADE WITH GROUND COVER
F
8" 1
M
a
II
W
W
s
a
3
IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND /OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
0.967
W
2
PROF? E ALSO ON S T 14 v
VC, S =0.65
SCALE
1 " =20'
:OR 957 COMPACTED
.NVELOPE
D,sco i e
HOPE PIPE
8" ID MIN. 10.5" OD
SDR11.00 160 PSI
5- 341413
MIN BENDING RADIUS IS 20
TIMES THE OR FOR SD 11
AND THICKER PIPE. USE 40x
FOR SAFETY.
THEREFORE RAD = (40)(10.5') _
420'/12 = 35'.
"AS- BUILT" NOTE:
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLI
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
PROCTOR 957 COMPACTED BY DATE
SOIL ENVELOPE BY DATE
BY DATE
BY DATE
BY DATE