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- MANHOLE DESIGN TO CONFCR'
III WITH ASTM C-c78 AND DRAWING NO. 010 -SA __ __ - DIMENSIONS AND REINFORCING DETAILS --
ACCORDING TO DRAWING NO. .5C� -5A / \
MAXIMUM FREE FALL FOR INSIDE /� _ \ \
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OF INVERT PIPE TO TOP OF SHELF /. _ \ \
- INSIDE DROP PIPE TO EXTEND A
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MINIMUM OF 1" BEYOND SHELF ( f ) I
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LENGTH MEM AS REQUIRED WATL ATERTIGHT P_, PRECAST
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SECURE TO MH WALL---... MANHOLE
1 WITH STAINLESS 1 WALL -, 60" CONNECTION
STEEL BANDS GS•DEG BEND � PER DRAWING
(MIN 2^ WIDE)
AND 1/2" BOLTS :0— NO. 020 -SA
PIP
4' SPACING ° GROUT TO " I I AND
CENTERLINE PER PLAN
OF BEND _
NOTES: 2' MAX. I
INLET PIPE EXTENDS
0
— PIPE AND FITTINGS TO ' 1° BEYOND SHELF
BE SAME SIZE AS LINE ;, •. 27" TO G2" DIA. y . "!- . ;
I COMING TO MANHOLE '
- PIPE FITTINGS FOR DROP �:_;�_ r {.. .:
ASSEMBLY TO BE OF i e :,;
II DUCTILE IRON ANSI A21.50 -1 8" MIN. :. a.•." ' .;: a ' , .�. .. .
AVWA 0150 - 1 OR
PVC ASTM 303h SDR 35
I
0
INSIDE + DROP i r. unified
F O R '= ¢ � -fl1` 1 fiE T E R PIPE f sewerage
DRAWING NO. 080 -SA
agency
I fl.1 DRAFT :$AM] SD VI,COV SDO/OSA
NOTES:
- MANHOLE OES : GN TO CONFORM V I T H ASTM C - 4 - 78
AND GRAVING NO. 010 -SA
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FILE DRAFT SANI SO ORATING SO020SA
g
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GALVANIZED: ; , . o . • 0 .
*6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. e :
REINFORCING BAR CONFORMING VITH ASTM A -61S GRADE 40. - ° b -.
GALVANIZED CONFORMING WITH ASTM A -123.
I PLASTIC: : • .
MUST CONFORM WITH ASTM C -478. o • e• o
STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60.
MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED
WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE
WITH SERRATED SURFACES.
4 GALVANIZED STEP
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I
PIPE BEDDING AND
i. BACKFiLL DETAILS
i, .ry_ REFERENCE APPROVED BY DRAM BY
CITY TIGARD GI1rt p ® N -406 (1400.) CAB
- VI 1 1 OF 1 SCALE DATE DWG. FILE
OREGON N.T.S. 7 -9-93 .k DETAILS \P1PEBED.DWG
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111101r OR LATERAL
• I
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T
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[STATION: DISTANCE TO NEAREST MANHOLE.
(NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM)
LENGT -1: SHOVDISTANCE FROM MAIN TO END OF LATERAL
STATION
HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL MIN
(
LOTS(: AS SHOWN ON APPROVED SET OF PLANS
LENGTH MARKINGS TO FACE STREET 36"
12" HEIGHT i ,
OF GROUND — MAGNETIC I
MIN 2)(4 COLOR CODE SURFACE SURFACE TAPE
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. 8 I oe
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�P `` ` ` BEDDING GRAVEL.
% MINIMUM 2 VIDE E L E V A T I ON
•
SANITARY unified
--. sewerage
SERVICE LATERAL --- -- agency
DRAWING N0. 170 -SA
FILE ORAritS SD GRAVING 501•OSAE P1.01 1:1 2/16/% Iii.