HomeMy WebLinkAboutWWP2703414.131
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MAX. 18" OVEREXCAVATION
ON ANCHOR SIDE
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKO'urrl
� DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
KNOCKOUTS FOR It
PIPE INSTALLA 77ON
MOLDED STU
" END
DRISCOPIPE 45'
45'
SLIP ON
517, 1U'5,''.�, , � METAL FLANGE/
PLACE 1 C.Y. CONCRETE —
BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
SECTION A- A
ANCHOR CONNECTION DETAIL
48"
MAX. 18" OVEREXCAVATION
ON ANCHOR SIDE
EXISTING GROUND
PROFILE ALONG
PLAN ME�1
5"
MOLDED STUB END
r-i 1
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
WALL
DRISCO PIPE HDPE SPOOL OR
gETAC SPOOL GROOVED INTO WALL
OPTIONAL STRUCTURE CONNECTION
NTS
SEE PLAN ON Sid T 18
EASEMENT CENTERLINE.
400 400
390
i
i 1+05-41 T=
5+ 13.80-6'L T
jf
380 380 RIM— 405H2O1
1E=394.37—E, NW
i EXIS77NG GROUND i 1E=394.27—SW
PROFILE ALONG i
EASEMENT CENTERLINE. MIN BENDING RADIUS IS 35'
SEE DETAIL A T RIGH, T FOR
CALCULA TION
1' MIN COVER
i
360 360
i
/ 185LF 8" ID DRISCOPIPE I' MIN.
BURY WITH ANCHORS AT 30' MAX
SPACING, SEE DETAILS ON THIS
SANITARY SHEET.
zr-
340 _.b_ __ . __._..x 340
f CONSULT GEO— TECHNICAL REPORT FOR
STEEP SLOPE CONS7RUCT70N
REQUIREMENTS
8" ID DRISCOPIPE 1000 SDR 11 PIPE.
MAINTAIN 1' MINIMUM COVER FOR PIPE
PROTECTION. USE HAND EXCA VA 77ON
FOR TRENCHING. SEE TEMPORARY
EROSION PLANS FOR COVER
320 PRO TECRON. 320
PIPE ANCHORS MIN SA NI TA R Y SEWER
SPACING 30'
DATUM ELEV
285.00
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440
430
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420
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$ 33%
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400 $
[1+05- 41 T=
5+ 13.80-6'L T
48" SSMHf1
390 RIM= 405.20
1E-394.37--E,NW
IE=394.27-SW
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EXISTING GROUND PROFILE
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PROPOS
(04 �� " /
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—
SHED GRADE
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k—
LQ
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PROFILE ALSO ON SHT 14
QQ1 F 8"O PVC. S=0.50%
1+27—JO'RT
9 �6 48" SSMH
RIM= 430.02
IE=420..60-8"N
IE=420'50=8"W
IE=420.70-6"S
1 + 73.65-2 4'L T SCALE
48" SSMH 1 "-20' H
RIM=419.84 1 "=5' V
IE= 411.85-E
IE=411. 75-W
L 0 T 11 ACCESS & EA SEMEN T
1 +60 2+00
95% COMPACTED
HDPE PIPE
8" ID MIN. 10.5" OD
SDR11.00 160 PSI
MIN BENDING RADIUS IS 20
TIMES THE ❑D. FOR SD 11
AND THICKER PIPE, USE 40x
FOR SAFETY,
THEREFORE RAD=(40)(10,5') _
420'/12 = 35'.
EXPIRES 6/22/09
RECOMMENDED
FOR APPROVAL
BY DATE
PROCTOR 95% COMPACTED
SOIL ENVELOPE B I E 7j-��
BY DATE
BY DATE
BY --- __ DATE
--E.DWG
27
DRISCOPIPE TRENCH DETAIL
NTS
C0'-5-34140b
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