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0 11 4,'_1__Q - U: t ) DRA I NAGE GEOTEXT ILE PR I OR BETWEEN R I RRAP AND SUBGRADE.
FENCE SHALL BE INSTALLED 4FT FROM CENTFRLINE OF DITCH
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LLO 12/1/04 9.c.$) PRop, , • i TRI -COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RAIL
CAPITAL PROJECTS TRACK/SYSTEMS ;>=1 or :5.,..Y i p . T .
DRAwN DATE
OREGON
PORTLAND, OREGON 97232
'-,,''',,>, NO. DATE BY APR°. RENSIONS .APPROVED DATE
DATE: .APPROSa
DATE: SCAI.E: DRAWING NO.: CONTRI,CT NO, SHEET NO.:
i 7' -0" 8' -0" PUE -
5' -6'
SIDEWALK
��o%1.i� rzo . . era /i / / / / / \ / / \/ - • i'• /,, ,/
30" MIN SERVICE LINE DEPTH /\` /��\\
12 "x20 "x12" ROTOCAST
METER BOX, W /5 "X7" CAST
016----- IRON READ LID OR EQUAL
SIDEWALK ADJACENT TO CURB
- 5 -6" 5' -0" 8' -0" PUE
-- 1' -6 "--
li \ -�\, \ \ \ \ \ / \ /\\ \ / \/\�`
/jK \ / \ /j / ,
//>,//, // / /i / /i i i i i , / / \/
30" MIN SERVICE LINE DEPTH
i
12 "x20 "x12" ROTOCAST
41 METER BOX, W /5 "X7" CAST
IRON READ LID OR EQUAL
SIDEWALK WITH PLANTER STRIP AT CURB
CUSTOMER SIDE
NOTES: 8 -10" N
1 . SURVEYOR TO INSTALL TEMPORARY SEE PLUMBING
HUB AND GUARD STAKE OR a �` ;: _ : CODE FOR DEPTH
GUARDSTAKE AT LOT LINE FOR ' t �l• .. "�' _'O OF COVER
METER INSTALLATION. 4" MIN 1 '''''='•eile 4"4"
�, ,,- �,.,- "4"4".•
2. 2. TWO TYPES OF METER BOX COVERS I `-a;
-WITH TOUCH READ 0" - METER
- WITHOUT TOUCH READ 3/4"-
(CONSULT WATER DIVISION FOR TYPE ROCK ANGLE BALL METER VALVE
REQUIRED) MUELLER B24258
3. CENTER OF METER BOX TO BE OFFSET 5/8 "X 3/4 "X 1" OR EQUAL
1' FROM PROPERTY LINE. 1" TYPE "K" SOFT COPPER
TUBING - SEAMLESS
DALE REVISION
NO SCALE
70 -27 -04 SPECIFY METER BOX TYPE / 4 " �'
ENGINEERING DEPARTMENT ii_o3 -oa ADD THE PLANTER STRIP DWG. NO.
d 11i : S.W HALL BLVD. 3
.11' ' 'EGO TIGARD OREGON 97 WATER SERVICE 520
f.-✓ VOICE: (503) 639 -4171
CITY OF •nCs{RD FAX (503) 664 -7297 — -
OREGON
12" BEHIND SIDEWALK
OR BEHIND CURB
�— WHEN NO SIDEWALK
2" OR 1 1/2"
METER
Aft; _.
AP •
1111
11 2" FLG X COMPRESSION ANGLE
STOP (FITS 1 1/2 " APPLICATIONS)
MJ X TAPPED
2" TEE
-.."-- 2" TYPE "K"
COPPER PIPE
Z 0_________4143(_____
MAIN LINE
COPPER BENDS
AS NEEDED
2" MIPT X COMPRESSION CORP
(SUPPLIED BY THE CITY)
NOTE
1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90° ANGLES TO METER
LOCATIONS. HORIZONTAL & LEVEL.
2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE
INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W /CORPS INSTALLED).
3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE.
4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION
APPROVED BY: NO SCALE
AGUSTIN P. DUENAS 2' & 1 -1 /2"
E NGINEERING DEPARTMENT
/q�g .: '\ 13125 S.W. HALL BLVD.
CITY ENGINEER DWG. NO.
..., ja TIGARD. OREGON 97223
v0 . gm =127917 MARCH 1998 WATER SERVICE 2 21
CITY OF TIGARD FAX: (503)
OREGON APPROVAL DATE
....
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VAULT SPECIFICATIONS
, . SIZE MFG.
ADEQUATE WORKIN 1" UTILITY VAULT
SPACE FOR 3030 —LA (OR EQUAL)
MAINTENANCE I i
12" MIN ! �
I • am — "-- •a_...1 1 -1/2" — 2" UTILITY VAULT
I"�h = ���I � 3642 —PUT (OR EQUAL)
L F
11.IN'i
REDUCED PRESSURE BACKFLOW SLOPE EARTH AWAY FROM 1
PREVENTER FEBCO MODEL 825Y PLAN VAULT IN BERM AREA
OR EQUAL
'''' 7 H
12 MIN ern
CURB
ABOVE FINISH -; T... • . ��
GRADE ___>.- \\ \
I / a — FINISH GRADE
_ a 4
ELEVATION ADEQUATE DRAIN TO DAYLIGHT
CONCRETE PAD (SEE DETAIL NO. 557 )
INSTALLATION SHOWN IS ONLY A SUGGESTION.
1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER.
2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST
COCKS IF BELOW GROUND INSTALLATION.
3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION,
AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS
FOR INSTALLATION.
APPROVED BY: NO SCALE
AGUSTIN P. DUENAS REDUCED PRESSURE
ENGINEERING DEPARTMENT DWG. NO -
/Im /hj1 1 11 111 13125 SW. HAEGON LL BLVD. CITY ENGINEER
���' - r� :'';. TIGARD. OR 97223
-`` - . VOICE: (5031639 -4171
CITY OF T1GA.RD FAX: (503) 664 -7297 MARCH 1998 - BACKFLOW ASSEMBLY 555
OREGON APPROVAL DATE