Plans r /45795- 6'033 3
/690 1/ ✓ '
Special Conditions /Provisions:
1. All work shall conform to City of Tigard, Oregon, Standards and Specifications.
Note the attached Drawings and Details.
2. Notify City Inspector Letha Thomas ( #639 -4171) 24 hours before starting any work.
3. Access -to and egress -from parcels of land adjacent to the work area shall be
maintained at all times. Pedestrian safety shall be provided for by the contractor
at all times.
4. Removal /replacement work and damage repair work shall be promptly initiated and P
completed to the City's satisfaction. No work shall be considered complete until
it is accepted by the City. The City reserves the right to cause testing and
certification of work or repairs to be performed, to the City's satisfaction, at
permittee's expense.
5. Erosion control shall be provided for by the contractor. p
6. ORS 757.541 -571 applies (pre- notification for location of underground facilities,
etc.).
7. It is the sole responsibility of the permit holder to provide for proper right -of -entry
(and /or easements) prior to starting work. Proof of right - of - entry (and /or properly
executed easements) shall be provided to the City. The City shall in no way be
construed to be liable for the permit holders failure to obtain or provide for proof
of right -of -entry (or easements).
8.
1
9. A sewer connection permit is required to be obtained from the City's Building
Division prior to connecting to the City's sewer system.
10. Utility relocations, modifications or repairs, which may be necessary, shall be
performed in a timely manner at the permittee's expense.
1
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MEW BUILDING SEWER PIPE, SIZE AS SPECIFIED
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PLANT FABRICATED TEE FITTING
ON SEWERS 18" AND SMALLER. BACKFILL 2X4
FIELD TAP ON EXISTING SEWERS AGAINST PLUG TO
AND NEW SEWERS LARGER THAN
THAN 18„ 1 s PREVENT PLUG
I BLOWOEF & SECURE
2X4 IN PLACE WITH
— TRENCH BACKFILL.
SEWER M PLAN
I
-OR LATERAL
1 .1
EXTEND AT LEAST
GROUND 12" ABOVE SURFAC
` SURFACE
MINIMUM SLOPE FOR .
6" PIPE : 0.010, FOR 0',
4" PIPE = 0.020. -.a- • CONNECTION
MARKER :
MAGNETIC TAPE —S s
GREEN ./BLACK LETTERS (WASTEWATER)
GRE EN w /BLACK LETTERS (STORM DRAIN)
`— 0 PLUG it.
. wood I 11011111111
3/4 -O PIPE ZONE MATERIAL
t'P L• .... SUPPORT TEE WITH AS SPECIFIED
.ss��l'-
vo, . BEDC4 N G GRAVEL,
MNNIMUM 2' 0" WIDE S I DE
BUILDING SEWER
. Yin 4
Unified s.
of Want t«,�
DWg. No. 300
Co il
0 PVC SADDLE (TEE)
I I �
STRAP RETAINER RIDGES I
i
' EN - 1 RUBBER GASKET
L \\ �_ J l-�_ / -+
SEWER PIPE-
\ ST ' N = STEEL STRAP
,.. A .:�__SS S __�
x PVC SADDLE SHALL BE ASTM 3034 SDR 35
I PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454 -B /C
OR 12364 -C
II ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477
I STAINLESS STEEL BANS SHALL BE 300 SERIES, FULL 9/16" WIDTH BAND,
5/16' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADIUM PLATED,
CARBON STEEL.
* INSERTION HOLE SHALL BE CORE DRILLED.
PVC GASKETED t ' .1 ' , " f . ••,,".7.411.°1 t gewerag nmed e
SADDLE ..ter agenCY
DRAWING N0. 350
F A , I. COMPLETE RUBBER SLEEVE 1;MH3) AS
CMSEGMENT OLDS
� j�
LT IN PLACE.
•
2. STAINLESS STEEL BAND (9/16" SERIES 300)
1 ��i8 SECURES UPPER HALF OF RUBBER SLEEVE TC THE
PVC HUB.
•
3. PVC HUB (ASTM 3034 SDR 35)
DRIVE INTO CENTER OF RUBBER
SLEEVE AFTER SLEEVE IS PLACED
IN HOLE.
3
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CONCRETE PIPE
' ' ' ',
•
NOTE: ALL INSERTA —TEE HOLES SHALL BE MACHINE DRILLED.
\ ,Nt:Z=
unified INSERTTEE
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DRAWING NO 360
MIN. 3" A.C. IN 2 Lk I S
STREET AREAS I OUT OF STREE i AREAS
SAW CUT I
6
EXISTING SECTI•
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0000 000 000 O ° O O / / 0 o° o //
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° CLASS e ° > 4 / J1 4[ L BACKFILL ° f-
CLASS A 11 =11=
BACKAIJ
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GRANULAR BACKFILL ° ° ° o ° o o / /// L I11:! :I1. : Q
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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,
FILL ROCK 2' BACK FROM CURB.
PIPE BEDDING AND
BACKFILL DETAILS
REFERENCE APPROVED BY DRAWN BY
CITY OF Tl GARD
14-406 (MOO.) CAB
OREGON SCALE DATE DWG. FILE
N. T.S 7 - .t DETARS\P1P ®ID.DWC
•
GENERAL NOTES
1. TRAFFIC SIGNS TO BE 48" X 48"
MEAD
Tp " p BLACK ON ORANGE.
1O0' 2. NO COLLECTOR STREET LANE CLOSURES
MIN. OR LOCAL STREET CLOSURES DURING
I THE FOLLOWING TIME PERIODS:
arc Loc --i- O
"2` 7:30 - 8 :30 A.M.
100' I 4:30 - 5:30 P.M.
MIN.
a„oan AHEAD O 3. THE CITY'S STANDARD SPECIFICATION
-' '20-'A FOR TRAFFIC CONTROL IS "MANUAL
100' ON UNIFORM TRAFFIC CONTROL
MIN. DEVICES FOR STREETS AND HIGHWAYS',
U.S. DEPT. OF TRANSPORTATION,
1 I FLAGGER I FHUA, 1988 EDITION.
g 100' 4. ACTUAL SIGN PLACEMENT TO BE
o MIN. I • • 50' MIN. ADJUSTED IN FIELD. DO NOT REDUCE
z ■ BELOW MINIMUMS WITHOUT CITY
12'
■- • -1 APPROVAL.
MIN.
I ■ J 5. THE CITY RESERVES THE RIGHT TO ADD TO
■ 1 < OR MODIFY TRAFFIC CONTROL REQUIREMENTS
I '■ MIN N AS MAY BE NECESSARY TO EH LCT1VELY
CONTROL TRAFFIC AND TO ENSURE PUBLIC
I FLAGGER I o CZ
SAFETY.
( < 6. NO LANE CLOSURES WITHIN 200 FEET OF
100
I A TRAFFIC SIGNAL WITHOUT PRIOR CITY
MIN. o APPROVAL
p M i3
�7A
100'
MIN. LEGEND
O cow LAME
�
120-4 O TRAFFIC SIGN
100'
MIN. ® CONSTRUCTION ZONE
( O 1 o TRAFFIC CONES OR
APPROPRIATE DELINEATION
DEVICE.
A TRAFFIC CONTROL
.u.1 TYPICAL DETAIL
REFERENCE I APPROVED BY 1 DRAWN BY
CITY OF TIGARD CAA
OREGON � DATE DWG FOE
N.T.S. 7 -9 -93 ,k DET/TRAFCONT.DWG