Plans •
./t4 5 97 o7.77?
. ili
PLAN 7cog7 a sk/ PrIn-e 51-
•
1 . >sX ,
SERVICE LATERAL PIPE -I SECURE 2Y: IN PLACE I 11
SIZE AS SPECIFIED AGAINST PLUG V/ BACKFILL
To PREVENT PLUG BLOVOFF
- SANITARY MAIN I
OR LATERAL
• 1
2Xc
12
FSTATION: DISTANCE TO NEAREST MANHOLE.
(NEED TO IDENTIFY UPSTREAM OR DOVNSTREAM)
LENGTH: SHOVDISTANCE FROM MAIN TO END OF LATERAL
HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL MIN
STATION LOU): 36"
: AS SHOVN ON APPROVED SET OF PLANS
LENGTH MARKINGS TO FACE STREET • ,
12' HEIGHT .
OF GROUND MAGNETIC ; ,
MIN• 2xL COLOR CODE SURFACE T APE SURFACE i
36" LOT() (GREEN - SANITARY) _
T I � V IV
O P\
O
GROUND
4101 .
MAG /TAPE
(GREEN V /BLACK LETTERS) G
ag • ,_,
V
• 2xc
1B" ` PLUG
l ir . '
i Illitil!" 0 :f1021F43 ' .
C ° O. o , .0 a 0 ° . � ' ' ° ' MINIMUM SLOPE FOR 3/L ° -0 PIPE ZONE e ° ; 11F
•° °° 6° PIPE = 0.010 MATERAL AS SPECIFIED.
° 0.;0° c" PIPE = 0.020
` `` ` SUPPORT TEE VITH
/
BEDDING
2'0 E L E V A T I ON
SAN I T A R Y jr- unified
__---- sewe
SERVICE LATERAL agency
DRAWING NO. 170 -SA
•IL( ORA[1,SAN1 523 CRAVING £017OSAC PLO1 III 2/16/96 K
•
•
STRAP P E T A I N E R I '
OP IP PvC SADDLE (TEE)
RIDGES
RUBBER GASKET
ir"11V19 : it
\ , I _
SEVER PIPE STAINLESS STEEL
STRAP
w PVC SADDLE SHALL BE ASTM 3034 SOR35
= PVC COMPOUNDS SHALL BE_ASTM D1 ?8h WITH CELL CLASS OF 12454 —B /C
OR 12364 —C
+► ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM Fh7?
A STAINLESS STEEL BANDS SHALL BE 300 SERIES. FULL 9/16" WIDTH BAND.
S/16' SHOULDERED HEX HEAD. SLOTTED SCREW AND IS CADMIUM PLATED.
CARBON STEEL.
w INSERTION HOLE SHALL BE CORE DRILLED.
PVC :GAS µ ET Ep
•
�- unified
>< -s�� sewerage
SAO � E z .� �., • f - sew g
agency
DRAWING NO. 180 —SA
rIL( a+AC,.sAmi so dAvsks SOtSOS*
PI ,
N
MIN. 3 A.C. IN 2 UFTS
STREET AREAS I OUT OF STREET AREAS
SAW CUT I
6'
m il
TM EXISTING SEC71 • _
/ /' 11= 11:: - 11 —
;,/,•
>. :�j RESURFAgNC 11 =11 =1
2' OF 3/4' - 0' • • •.•• . •••• • • .• •• /// I =11 =11
• • 11 =11 =1
• •••• •. •• • • 0 0 0 0 • • 0 /// I -11 I1
4 ° °O O O O 043 ° O O ° ° O °///
0 1 .1I
O O O O 0 0 ° O O O //
/ /
° O O O • ° ° I
• °• / //./
° °
O O /./.- ///
— .11
L cLASSB O
1-11 -11 0 BACKFILL ° • a_ASS A ,I1=11— a
2• - 0- 0 ° 0 0 •' BACKF1LL
j / o
• 0 0 • //
0 0 0 0 0 / 1/1 W
lif °° ° 0 ° 14 _ o
o O ° / 1 =11. m
GRANULAR BACK
FILL 0 0 0 1
//
l it
0 I: II II
I �.
° ° O 0 0 / /// 1-11 -11-
° 0 // �1 =11- >
101 W le
i • • • • • • I=II • •
a \ • • • .
p • • 1
= I I • •' : :
• • •. . �1 = 1 :
• 1=11 —
•• •
•
o
t • • • • • • I •••• _
PIPE BASE
BACKFILL IN STREET AREAS _
1. IF S/W IS AGAINST CURB. ALL .
ROCK TO BACK. OF S/W.
2. IF S/W IS NOT AGAINST CURB.
ALL ROCK 2' BACK FROM CURB.
M
Ai At• PIPE BEDDING AND
BACKF'ILL DETAILS
" -` I! REFERENCE APPROVED BY - DRAWN BY
.1.
CITY � OF 11cARD " -408 ` "°°.,
SCALE GATE MC. FILE
OREGON N.T.S. 7 -9-93 .t DETM.S\pIPEDED -DWG
IIII
EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING
/ /# ####4 / P#/AC j
:O 000O:00 If0 0000OC Q .
000 0 at � AB o o v0o°,OC° c AGGREGATE BASEROCK
° 0
000 00 o 000 00 00o0o0oG1
1i 1 =1I I I II171 II -
I I. I I 1=1 I I — COMPACTED SUBGRADE
�,, P RESIDENTIAL LOCAL STREETS:
ler
AC — 6" ASPHALTIC CONCRETE,
AB — 4" (1 -1 /2" — 0 ") AGGREGATE BASEROC •
OR
A
6P.Mt;i.•. J ,i. d
. . 1. C D —:=:- • Er -- ASPHALTIO-'CONCRETE .. • • •r ' _
•1vw4f9 {Af,:MW'.�}'r: i !C3!K4`YY!•.}9"•e91 .'w- - • .. ' 4111 — -4
MI NORQLLECTOR STREETS. A
COMMERCIAL /INDUSTRIAL'LDCAL STREETS:
AC — 7" ASPI- ATTIC CONCRETE,
AB — 4" (1, -172" — AGGREGATE BASEROCK
./ ." OR \
v 9" ASPHALTIC CONCRETE
M AJOR COL CTOR S LA'S:
AC — 9" ASPHA CONCRETE,
AB — —1 /2" — b'), AGGREGATE BASEROCK
PAVEMENT DIG OUT REPAIR DETAIL
REFERENCE APPROVED BY DRAWN BY
CITY OF T1 GAR D CAA CAB
OREGON N.T.S. REVISED DATE DWG FILE
5-26 -94 .1: DETAILS/DIG- OUT.DWG
1
GENERAL NOTES
1. TRAFFIC SIGNS TO BE 48" X 48'
„a, T O I BLACK ON ORANGE.
100' 2. NO COLLECTOR STREET LANE CLOSURES
MIN. OR LOCAL STREET CLOSURES DURING
THE FOLLOWING TIME PERIODS:
ape O
7:30 — & :30 A.M.
100' 4: 30 — 5: 30 P.M.
MIN.
3. THE CITY'S STANDARD SPECIFICATION
a "1A0 O FOR TRAFFIC CONTROL IS 'MANUAL
• ON UNIFORM TRAFFIC CONTROL
0 M N, DEVICES FOR STREETS AND HIGHWAYS",
�' I U.S. DEPT. OF TRANSPORTATION.
IFLAGGERI
FHUA. 1988 EDITION.
Er_ L Q
P 100' 4. ACTUAL SIGN PLACEMENT TO BE ,
MIN. ■ ADJUSTED IN FIELD. DO NOT REDUCE
o I I • ■ 50' MIN. BELOW MINIMUMS WITHOUT CITY
12' ■ ' APPROVAL
MIN. A .
I ■ J 5. THE CITY RESERS THE RIGHT TO ADD TO
■ 0 • z OR MODIFY TRAFFIC CONTROL REQUIREMENTS
I
• MIN.
■ c� AS MAY BE NECESSARY TO EFFECTIVELY
Cri CONTROL TRAFFIC AND TO ENSURE PUBUC
- I FLAGGER I SAFETY.
6. NO LANE CLOSURES WITHIN 200 FEET OF
100' P A TRAFFIC SIGNAL WITHOUT PRIOR CITY
I
MIN . o . APPROVAL
I Oo __.
100'
MIN. LEGEND
I car unt
100-4 0 TRAFFIC SIGN
100'
MIN. ® CONSTRUCTION ZONE
0 MOM 40404_01 ■ TRAFFIC CONES OR
APPROPRIATE DELINEATION
DEVICE
TRAFFIC CONTROL
TYPICAL DETAIL
DICE APPROVED BY - DRAM BY
CITY OF TIGARD CAA CAB
OREGON N.T.S. DATE DWG 9 1DET CONT.DWG
% 300 c m 3200
0 lo
's W „„ '° 118.67 9
/ m IN • a° o . 9 OO
lal .4
0 O
�G P )
r us 0 1 20 70 Ti 0o 7
/
0 ° 1 1a °0 118. 10 J
r9° L . 0 800
o / 2a0 m A 2s ��
Ci 2 6 00 . -. .� . ► a
I 3100 I 2 N
•
0 o 0 3 o 6 9Q w 1 90 0 s CO I ID
/ z 1500 CO
_ A •
/ N. N i ' n n. Q - - _ — - — 4 84.28 4 46(
400 •
es. s7 — — _ 2 . 26 Ac 26
2501 :'3 Q 2 100.16 Q 4 A C. M m arc/
2500 p\ , � S0 b e o.00 2800 al 3001 0 -I • 1600 0 o _
I 680 A A A _ _ - _ N _ �
3 2601 • NI o : 7 7. 100.09 9s 2
p 1 cq
= a % g •8 0) M `D 29 00 9 a g 8.63 H74 °,r1 E vi o a 170 0 95 W ys
/ o al o r • 1800 S I, 5600
Izo 4 re n 5 I a 1 o r.. - 5700 . Ac.
89.37 • 2 S W • • , • ti 7 ° 100 6 co 2 CS. 10390 • .31 A c • °'
80 9 5 F m 0 • �I0 37 00 1s PINE 9s = 0 9 1
s es°
1� 5 3600 I9. ' 8 ao5 w � ea S TREET m % X2 s 6 � °
7000 '0 3400. 10 5 3 2 01.
/ _ U o m 3300 4200 190 0° • / A (s) o° se PO p c
II 80.06 } (a " O . .0
/ S 3701 r - f 0
C n N 89° 36 3. -- m 2 3 r. 9
• f n _ gi .. co (C. S. No I Z 3
0
100 t 2
Q , 3301 r 9s.2s 190 813 I '� o
19 t O
- r-' 0 N 0
/ 38 00 28a 9a (9 4.67 ~ co 4300 N
A
28a co
es 1 05 I I ; 4301 a
p m
,o, 4 - - o
_ ;�
_ 4 _ _ - _
89°a0'E
3900 — _ — — m 115.6 — — _ - o 11 w — ' v 20/ .55 3
6 - °
6 , 4Y CO `0 6 61
4000 295 /
203 9S 9(0 33
ac. _ _ _ 41 0 0 "' /
40 I I / _ ___ 2 p 4 m •
I S L ��J �� W 28S . wI 2 J \ / N, O �,
^ l G . X ..
e
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