Plans CITY OF TIGARD
DEVELOPMENT SERVICES ENGINEERING PERMIT
R
13125 SW Hall (503)639.4171 PRiMI
l I PERMIT #..: ENG97 -0037
/145T c ka 4 7 7 19.851 0 ` DATE ISSUED: 07/03/97
SITE ADDRESS..:: SW TRACT "F" 1 PARCEL: 2S1O4DD -09600
SUBDIVISION • MOUNTAIN HIGHLANDS #3 ZONING:R -4.5 PD
BLOCK • LOT •O0F JURISDICTION: TIG
PERMIT TYPE..: SOP PUBLIC IMPRV : OUANT. (LIN FT) VALUE
AGREEMENT DATE: / GRAD /EROS - * * *- $
ASSURANCE EXPIRATION - -- STREET $
PERFORMANCE: / / SAN SEW
MAINTENANCE: / / STM SEW " $
PATHWAYS $
ALL OTHER - * * *- $
TOTAL $
•
•
•
Remarks: STREET OPENIN6 TO CONNECT (W /INSIDE DROP) TWO PRIVATE SIDE -SEWER
BUILDING SERVICE LATERALS TO AN EXISTING PUBLIC SANITARY SEWER WHOLE.
Permittee: • FEES
BETTER BUILT HOMES type amount by date recpt •
P.O. BOX 5672 OPEN $ • 72.00 DRA 07/03/97 97- 296797
BEAVERTON OR 97006 MISD .$ 1800.00 DRA 07/03/97 97- 296797
Phone #:. 359 -3575
Engineer:
$ 1872.00 TOTAL
•
Phone #: -
REOUIRED.INSPECTIONS• V .
Permittee /Agent S'- .nature -- -STORM SEWER -- STREET
- 9 - -- M.H. & C.B. CRP LINE & GRADE
' - - - PIPE LN & GRD SUBGRADE
Issued B, ; j `� , „i ; BCKFLL '- CMPCT BASE ROCK.
- �• `� -+ `s - I AIR & TV TEST LEVEL COURSE
City of Tigard, Oregon WEARING COURSE
13125 S.W. Hall Blvd. -- -SAN. SEWER - -- TRAFF & PED CONT
TIGARD, Oregon '37222 M.H. & C. O. MQNUMENTAT I ON
Phone #: 639 -4171 PIPE LN & GRD STREETLIGHTING
BCKFLL & CMPCT WALK /APRON /RAMP
AIR & TV TEST
FOR INSPECTION, CONTACT: - - -- GRADING
Letha Thomas #639 -4171 (office) -- REPR'S /ADJ,S -- CONTOURS
#780 -2647 (mobile) DRAINAGE
- - -- PATHWAYS - - -- EROSION CNTL.
SPECIAL, CONDITIONS:
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III REDUCING TOP SLAB
N GT_S.
- MANHOLE DESIGN TO CON=CR:-.
111 WITH ASTM C -476 AND DRAWING NC. 0 -SA
- DIMENSIONS AND REINFORCING DETAILS __ -- -
i
ACCORDING TO DRAWING NO. CSC'-SA \
/
- MAXIMUM TREE FALL FOR INSIDE - \
DROP PIPE 2' FROM FLOW LINE /-- - ` N \\
OF INVERT PIPE TO TOP OF SHELF
- INSIDE DROP PIPE TO EXTEND A ./ \
MINIMUM OF t" BE YOND SHELF ( / / I
I 1
`.\ _ � / /
II /
MECHANICAL
I:
INSIDE DROP
(OPTIONAL)
TEE FITTING L i
I PLUG END REDUCING SLAB
b
PIPE I
jUll
1 — I
LENGTH 11.11. AS REQUIRED WATERTIGHT 1't--,
1111i SEAL PRECAST
MANHOLE CONCRETE
1 SECURE TO MH WALL �� = WALL 60"
WITH STAINLESS I CONNECTION
STEEL BANDS PER DRAWING
(MIN 2" WIDE) c5•DEG BEND
AND tit" BOLTS N0. 020-SA
4' SPACING GROUT TO PIPE TYPE
CENTERLINE 1 AND SIZE
OF TERO ;� PER PLAN
NOTES: 2' MAX.
INLET PIPE EXTENDS
Illr
- PIPE ANO FITTINGS TO t° BEYOND SHELF
BE SAME SIZE AS LINE
. i:.1. 27" TO 42" 01A. s-: ?. . i
COMING TO MANHOLE •
- PIPE FITTINGS FOR DROP
ASSEMBLY TO BE OF . '
DUCTILE IRON ANSI A21.60
. '
AVCA C150 -1 OR 8" MIN. ....,•;:1...'..'•'......•i ..1..:.- :...:;:!•%.. ;!•!.
PVC ASTM 3031 SDR 35
7
•
I
INSIDE. DROP 11. unified
FOR = - � ; =DTA 1E TER P I PE f sewerage
!DRAWING N0. 080 -SA - ' agency
FILE DRAFT: SAKI SO VIMIN S O SSA '
•
NOTES:
-MANHOLE 2ES:3N TO CONFORM U: TH ASTM C-L78
ANO CRAVING NO. 010 -SA
i
1
I
W
G8°
ENCAPSULATED 5 " '
1 RUBBER GASKET ` , I d
I d d i:
•• i•a
PVC
INTERCEP OF I likh MINIMUM '1
PIPE FOR CONCRETE
4.: Q. • D
' SANDED / .9 • • PIPE • '•
SELL FITTING 0.0.
.a
PVC SANDED BELL - - I - 4:
D
ij �.
i
i o o . .. Q. -n • 6 MIN.
o a• V • p. p ...v A. 7
4 0 00 ° 0 0 0 o O o000
0 8 0obu oO o O ° ° 0 0 �
o° oo °8o0 8 °
°
of O° p 0 0 00 oo 0 D00°8080°
O8 O OO o O O o ° ° o 8O ° BoClOoo°
j KORNBANO v t.S2 , � o 0 0 0 0 0 0 ° O ° 0� 8o 8 0
r STAINLESS INTE Q o p ° o o ° o O O O op b O��
o
I STEEL BAN° oar o° o o
. . • NON SHR INKING GROUT CONSTRUCT CHANNEL
, � � FOR CONCRETE PIPE ANO SHELF IN FIELD
INTERCEPT
PIPE
I b - D
FLEXIBLE
CONNECTOR /
KORNSEAL BOOT
PRECAST CONCRETE �. unified
,. U MANHOLE BASE a
9 Y
GRAVING NO. 020 —SA
FILE °RAFT I SAN! SO DRAW IRG SDOZOSA
® I
® C1 ! t = NOTE:
• ZEE C1 MAN E STEPS MUST BE TIGHT AND FIRM'
L Y
EMEECCED. THEY MUST ALSO MEET THE ASTM
� _
L TEST FOR UITHSTANOING PULLING OUT.
__
I ..� 1 -1/8" _
} I i
t . 11 .• tai .0 • . . AC>
I ( 10 Sic • • i
12" 0. . • • o •
0 v ` - Q • c • .
I COPOLYMER POLYPROPYLENE PLASTIC • • .a
.: 1 111011111111.
GRADE 60 REINFORCEMENT • ' v
I.
L 13 CC
1
I \_ 3 -3/8" FOR
I PLASTIC SAFETY STEP •
I
l I 8 "-- 8 -S /8° a: v .. • :
as sue- — — 11 t • • :0•. . n:
G ■
r6 3 /4" GALVANIZED BAR
v
MATERIALS. . `• • '
12"
GALVANIZED: ... .. • 4 .. o
I. *6 (3 /L DIA.) GALVANIZED DEFORMED REINFORCING BAR. :• a
REINFORCING BAR CONFORMING VITH ASTM A -61 S GRADE L0. ' ° ' b' . • .Q: '
GALVANIZED CONFORMING VITH ASTM A -123.
f PLASTIC: : • ... : • .o
MUST CONFORM VITH ASTM C -L78. o. " • 0
STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60.
MEETING REQUIREMENTS OF ASTM ABIS ENCAPSULATED
VITH INJECTION MOLDED COPOLYMER POLYPROPYLENE
VITH SERRATED SURFACES.
G °FOR GALVANIZED STEP
•
�"I MO STEP :e
DRAWING NO. 100 —SA
11LE ORK1•Lw1 SO ORAVt16 SOIOOSA 2/16i96 IL
•
MIN. 3" A.C. IN 2 UFTS
STREET AREAS I OUT OF STREET AREAS
SAW CUT I
6
EXISTING SECTI •
. f.- RESURFACING // /' 11=11= [ I
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CLASS A — 11=11-
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u.
o
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PIPE BASE
BACKFILL IN STREET AREAS _
1. IF S/W IS AGAINST CURB. FILL
• ROCK TO BACK OF S/W.
2.. IF S/W IS NOT AGAINST CURB,
ALL ROCK 2' BACK FROM CURB.
Ull
PIPE BEDDING AND
BACKFILL DETAILS
_` ,
: I i
' REFERENCE APPROVED BY DRAM 8Y
III - CITY OF TIGARD w— (woo.) CAB
SCALE DATE DWG. FILE 1
OREGON N.T.S. 7 -9-93 .k DETM S .DwG
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I
ill II II
SERVICE LATERAL PIPE - SECURE 2x:. IN PLACE I i
SIZE AS SPECIFIED AGAINST PLUG V/ BACKFILL
TO PREVENT PLUG BLOVOFF
•
SANITARY MAIN I
- OR LATERAL
2Xh
T
12"
[STATION: DISTANCE TO NEAREST MANHOLE.
(NEED TO IDENTIFY UPSTREAM OR DOVNSTREAM)
i ' !LENGTH: SHOVDISTANCE FROM MAIN TO ENO OF LATERAL M IN
STATION HEIGHT: TOTAL LENGTH OF 2)(.: AT ENO OF LATERAL
LOT .): AS SHOvN ON APPROVED SET Or PLANS 1 36'
LENGTH MARKINGS TO FACE STREET 1
12" HEIGHT
OF GROUND MAGNETIC i i
MIN I 2)“, COLOR CODE SURFACE - SURFACE TAPE .
36" LOTS I (GREEN - SANITARY) I
T� 1qr _
e
GROUND
nAG /TAPE
10 (GREEN V /BLACK LETTERS)
0 A G
■
• 2xc
A B' ;NI,. PLUG
0 1 B" .
O ° e o o :., e oe �o% °° ° e wiistior,
$ MIN IMUM SLOPE FOR 3/4" -0 PIPE ZONE
` . . °td° • 6" PIPE = 0.010 MATERAL AS SPECIFIED
%% 4? . • ® 'i :: 4" PIPE = 0.020
�` �`
BEDDING GRAVEL,
SUPPORT
ING
�/` / MINIMUM 2'0' VIDE E L E V A T I ON
SANITARY f LJfA sewerae age ni
. u A SERVICE LATERAL `l ncy g
DRAWING NO. 170 -SA -
r:LE dMrt :SAN1 SD DRAWING SWIsOSAC /L O1 1:1 2/IC/%6 Nl