Plans .Tii, SE I14NW W.
I/4 SECTION 2 T2S RIW M. 2S I 2 BD
WASHINGTON COUNTY OIitGON
SCALE 1 ".100'
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PLAN
iii
a.
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141111111I I
I__Il- IIIL
SERVICE LATERAL PIPE - SECURE 2xt IN PLACE I
SIZE AS SPECIFIED AGAINST PLUG V/ BACKFILL
TO PREVENT PLUG BLOVOFF
- SANITARY MAIN
OR LATERAL
MIMI
MI I 2xc
U
T
. 12
F STATION: DISTANCE TO NEAREST MANHOLE. 1
I (NEED TO IDENTIFY UPSTREAM OR DOVNSTREAM) 1
_ LENGTH: SHOUDISTANCE FROM MAIN TO END OF LATERAL MIN
HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL 36•
SUTI. LENGTH LOT': AS SHOWN ON APPROVEO SET OF PLANS
LENGTH MARKINGS TO FACE STREET
12' HEIGHT GROUND MAGNETIC '
OF
MIN 2zc COLOR CODE SURFACE SURFACE TAPE
36' LOT• II (GREEN-SANITARYI
,v,
poll GROl1ND
MAG /TAPE
(GREEN W /BLACK LETTERS)
�• 2xc
1111111 18" . X PLUG
- 11 1 4 111V1,
18' 11111111111F1 • :050 {
_ .p
• '1 ° °•:° MINIMtm SLOE FOR 3/L -0 PIPE ,ZONE
0 . (::: . ° • •' e 6' PIPE :0.010 MATERAL AS SPECIFIED
• • • L PIPE = 0.020
.°�4p�•,•. SUPPORT TEE WITH
vx �` BEDDING GRAVEL.
MINIMUM 2 VIOE E L E V A T I ON
SAN I TARY • r. unified
. UlA f - sewerage
SERVICE LATERAL - agency
DRAVING NO. 170 -SA
r hC 04Ar1I,SA -1 SO CRAVING £O,10SAC P.O1 i1I 2flinG K
•
1 _ .
STRAP PETAINER IP 1, PVC SADDLE (TEE)
R1DGE5
RUBBER GASKET
- - - -- - -- - -1 I --
•
L --
SEVER PIPE STAINLESS STEEL
STRAP
w PVC SADDLE SHALL BE ASTM 303' SDR3S
* PVC COMPOUNDS SHALL BE ASTM 01784 VITH CELL CLASS OF 124S4-B /C
OR 1236L -C .
• ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F4 ??
14 STAINLESS STEEL BANDS SHALL BE 300 SERIES. FULL 9/16" VIDTH BAND.
S/16' SHOULDERED HEX HEAD.'SLOTTED SCREV AND IS CADMIUM PLATED,
CARBON STEEL.
1 r INSERTION HOLE SHALL BE CORE DRILLED.
PVC GASKETED � 4- .. unifies e
f a
S ADDLE 9
[ ORAVING NO. 180 -SA
.1L[ ORIJIis.MI t0 Oo AvII tOIr0S4
3. PVC HUB (ASTM 3034 SDR 3S)
DRIVE INTO CENTER OF RUBBER
SLEEVE AFTER SLEEVE IS PLACED
IN HOLE.
•
2. STAINLESS STEEL BAND (9/16" SERIES 300)
.I .st.H SECURES UPPER HALF•OF RUBBER SLEEVE TO THE
PVC HUB.
1. COMPLETE RUBBER SLEEVE (ASTM C —L43)
P A MOLDED SEGMENT THAT HOLDS
I j�
IT IN PLACE.
3 . : 1
2
• 7 . - .. : : Q/r //,%/ , ••`' • • • . .�
CONCRETE PIPE
•
. ate • . • .� a •
NOTE: ALL INSERTA —TEE HOLES SHALL BE MACHINE DRILLED.
USE ONLY ON CONCRETE OR DUCTILE IRON PIPE
&•-• unif I NSERTA -TEE sewerage cy
GRAVING NO. 190 —SA
rut oRKlIs.R1 so oa*Vl•G 9o1SOSA
•
i SAWCUT / V_____
SURFACING
MATCH EXISTING MATERIAL
z TOPSOIL, —
2 OR AS
DIRECTED BASE MATERIAL
J
_ T d -1- ---, 1
I s l m
-4 I e, cl I II zx E
2 I 0 I + I W M <-
<F I m I O% I :ih A
- I 8 I I s
co I o I I � �
I I I
� I �
0 I> 1 d 1
' _ L_ __ __ L __ _1 __ __
yam . . A
' • p J
o'� Z ? m i
i h > 0 0.
•
O
e 'O
6' MIN 6' MIN
•
6' MIN BEDDING BELOW r ';.,
OUTSIDE OF PIPE BELL a 5;•
B • t off ,
l
\� i\ \ice .- \ \f� \i\ 0 ,,,,
TRENCH FOUNDATION
STABIUZATION, AS REQUIRED
NOTE:
. 1. 'SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING.
2. JOINTS TO BE TACK AND SANDED.
3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION.
APPROVED re: NO SCALE
AGUSTIN P. OUENAS
ENGINEERING DEPARTMENT TRENCH OWC. NO.
r rdr�ei 12125 iv. HALL MVO. on' (woman ='t !� °' 6 � ng MARCH 1998 BACKFILL 1 80
QTY OF TIOARD I' A1c soy L .:72 9 7
011 APPROVAL OAK , _
•
•
EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING
j AC
A. .
000 0 0, 0 4 , 4 0 0 0 0 00
. AB t:01 AGGREGATE BASEROCK
O IOOO 00 ��� 00 111 0 ri e r
I I =I I I —I I I — III COMPACTED SUBGRADE
LOCH: STREETS:
•
AC 6" CLASS "C" ASPHALTIC CONCRETE.
AB — " (1 -1 /2" — 0 ") AGGREGATE BASEROCK
OR
AC — 8" ASS " C " ASPHALTIC CONCRETE
MINOR COLLE • • R STREETS:
AC — 7" ASPH IC CONCRETE.
AB — 4" (1-1/2 0 ") AGGREGATE BASEROCK
•:
t . ` . ' = 1 _ t . r TE
MAJOR COLLECTOR STREETS: ' ' '
AC — 9" CLASS "C" ASPHALTIC CONCRETE.
AB — 4" (1-1/2" 0 ") AGGREGATE BASEROCK
NOTES: _ .. _
__
1. JOINTS TO BE TACK AND SANDED. -
2. ASPHALT PLACED IN MAX. 3 LIFTS EACH COMPACTED TO 92X MIN.
3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION.
APPROVED or: NO SCALE
AGUSTIN P. DUENAS PAVEMENT DIG — OUT DWG. No.
A ENGINEE OEPARDIEN
or Q4 (R
i l'Iw_; y WAR c R�Ao. 1 8 2
WARM oRCOaI sn�s MARCH 1998 AND REPAIR
VO� 6�t
9 -171 )
CRY Of WARD rAi Q: sat
ORLON APPROVAL OAK
ROAD CO'STRUCfl ' T O
AHEAD i
100' -
LEGEND MIN.
o AD O
Q TRAFFIC SIGN V20-4
100
® CONSTRUCTION ZONE MIN.
0 TRAFFIC CONES OR J 0 I
APPROPRIATE DELINEATION Z 100' I
DEVICE.
to M IN.
I FLAGGER I
Q I P 100'
MIN. •
Z I • • 50' MIN.
--.I.
1. TRAFFIC CONTROL PLANS. REQUIRED. • 12'
MIN. A
2. TRAFFIC SIGNS TO BE 48" X 48" ■
BLACK ON ORANGE. I • 100• z J
3. NO COLLECTOR STREET LANE OR I •• MIN. N
LOCAL STREET CLOSURES DURING •
THE FOLLOWING TIME PERIODS: I FLAGGER I a
Q
7:00 — 9:00 A.M. - 100'
3:30 — 6:00 P.M. MIN. 0
_ z
I O. nAc AR{AO
4. INSTALL IN ACCORDANCE WITH THE
"MANUAL ON UNIFORM TRAFFIC CONTROL • 100'
DEVICES FOR STREETS AND HIGHWAYS ", MIN.
U.S. DEPT. OF TRANSPORTATION. .
FHUA, 1988 EDITION. I O I LAPC
1120-4
5. ACTUAL SIGN PLACEMENT TO BE • 100'
ADJUSTED IN FIELD. MIN. •
lbw ampnuouf
6. THE CITY RESERVES THE RIGHT TO ADD TO O 1 WO
OR MODIFY TRAFFIC CONTROL REQUIREMENTS
AS MAY BE NECESSARY TO EFFECTIVELY
CONTROL TRAFFIC AND TO ENSURE PUBLIC
SAFETY.
7: NO LANE CLOSURES WITHIN 200 FEET OF
A TRAFFIC SIGNAL WITHOUT PRIOR CITY
APPROVAL. -
APPROVED et:
NO SCALE
AGUSTIN P. OUENAS
ENGINEERING DEPARTMENT TYPICAL TRAFFIC owG. No.
u ; LIT. CMCINCCR
- -' " T, ) n MARCH 1998 CONTROL PLAN 1 9 0
QTY Of 11GARD f AX. 507) "4 -n97
01133019 APPROVAL DATE