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320.25
IE=317.52
CB - TYPE 1
W/ SOLID LID
RIM=321.00
IE=317.52 (12"E)
PER COR STD.
PLAN 200.20
YASPHALT
6" CSTC
2LF 12"PVC SOLID 5 LEVEL SPREADER
PIPE @ 0.0% SLOPE C9 PER DETAIL
12" SLEEVE 7 12% 6" TEE
7LF-12"PVC PERFORATED
PIPE @ 0.0% SLOPE
BLOCK WALL PER
SPECIFICATIONS
GRAVEL
BACKFILL
FOR DRAINS
FILL MATERIAL //\
PER SPECIFICATION�"DIAA
GEOTEXTILE .ORATED PIPE
LINER 3 BLOCK WALL
C9 NTS
6" TOP SOIL, COMPACT TO
90% MAX. DENSITY PER
ASTM D1557
1'
MIN. I
EX. GRASS
:.:...:........::..•.:::•.::•.••::•�•.J-:•::-.-�-;.-.`---
GRAVEL BORROW OR
UNDISTURBED \/
....................................
.. ............
NATIVE BACKFILL IF
NATIVE /
//
APPROVED IN WRITING
MATERIAL �:.-
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:.::.:
BY ENGINEER, COMPACT
TO 95% MAX. DENSITY
PER ASTM D1557
12"MIN.
WMENNEMEN
PVC PIPE
6"MIN.
BEDDING
MATERIALS
38"MIN.
r 60"MAX.
NOTE: REFERENCE RENTON STD. PLANS 110.1
AND 405 FOR FURTHER DETAIL.
TYPICAL GRAVITY SEWER
OR FORCE MAIN TRENCH
DETAIL
NTS
R0TFH1
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
BACKFILL WITH 1Y2" -
1%4" WASHED ROCK
320.50
UOMI
MAT[
3LF 12"PVC SOLID -
PIPE @ 0.0% SLOPE
3"ASPHALT 12" 11Y4` BEND --\
" CSTC
19LF 6"PVC @
TIDE -FLEX TF1 2.0% SLOPE
CHECK VALVE
GEOTEXTILE
LINER CB - TYPE 1
NMI 314.00 W/ BIRD CAGE
RIM=321.50
15LF-12"PVC PERFORATED IE=318.02 (6"SE)
PIPE @ 0.0% SLOPE IE=317.52 (12"NW)
PER COR STD. PLAN 200.00
STORM INFILTRATION SYSTEM
PIPE
r 2'
4 FRENCH DRAIN
C9 NTS
2%12" PRESSURE TREATED
GRADE BOARD SET
PRECISELY LEVEL
320.25 320.50
2 -
;K
�-2%2%2' PRESSURE
INFILTRATION TREATED STAKES
TRENCH EVERY 2 FEET
5 LEVEL SPREADER
C9 NTS
3" HMA CLASS
1 /2" PG 64-22
O
O°O°°°°°°°O C 6"CSTC
-FILL MATERIAL
PER
SPECIFICATIONS
SITE PAVING SECTION
NTS
24" 12" 0 2' 4' 6'
ri3` 5;
SCALE IN INCHES / FEET
AMA
HORIZONTAL BEND
TEE
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VERTICAL BEND
j STEEL SHIM PLATE
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BLANK PLUG
PLUGGED END FOR
FUTURE EXPANSION
VALVE ANCHOR
OFFSET
-1 "BARS
ALTERNATE
VERTICAL BEND
NOTES:
PLUGGED TEE
PLUGGED CROSS
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PLUGGED CROSS
1. ALL CONCRETE FOR BLOCKING SHALL BE
FIVE (5) SACK MIX.
2. ALL BLOCKING SHALL BE POURED AGAINST
FIRM, UNDISTURBED EARTH.
CONCRETE BLOCKING DETAIL
NTS
OIL/WATER SEPARATOR,
UTILITY VAULT MODEL
#25-CPS OR EQUAL
RIM=321.75
IE=318.4 (6"NW,SE)
5LF 6 PVC @
2.0% SLOPE
PARKING LOT CB, TYPE 1 P=
W/ HERRINGBONE GRATE
RIM=321.65
IE=318.50 (6"NW)
PER COR STD. PLAN 200.20
1" ANGLE CHECK VALVE FORD
HA34-444 OR APPROVED EQUAL
PACK JOINT
FORD A24 METER
ADAPTER
PROVIDE 2" 0 HOLE FOR
PROREAD TOUCHPAD LID
X
1 "MIN - 2"MAX. FROM INSIDE
FRONT WALL OF METER BOX iv
(TYPICAL FOR ALL SERVICES) T
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0
METER BOX w/
READER LID
(SEE NOTES)
------------
ANGLE STOP W/LOCK WING,
FORD BA43-444W BY CTS
GRIP JOINT MUELLER
P-24258. 1 "METER.
BLUE PAINT
2 FREE-HANGIN"
MALLEABLE LINK
WELD ONE CHAIN LINK
TO EACH POST
PADLOCK `LATCH MECHANISM
CHAIN LINK GATE LOCK DETAIL
C9
NTS
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of
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36" MIN
18"(TYP)�
36" MIN
A
1" TYPE K COPPER AS APPROVED BY
DISTRICT. EXPANSION LOOPS
T
MUST BE HELD FLAT AS POSSIBLE.
E
R
ROADWAY WITH
ROADWAY WITH DITCHES
CURB & GUTTER
CORPORATION STOP
FORD FB1000xCTS GRIP
JOINT OR MUELLER
P-25008
0
PROVIDE 1/4"? HOLE
IN NIPPLE (TYP. 4'-1" TYPE K
BOTH SIDES) COPPER
TYPE K COPPER 3/4" PVC SCH. 40
TAPPED BOTH ENDS
TO DOUBLE BOX
1" PACK JOINTx FIPT CPLG.
FORD C14-44 OR APPROVED
EQUAL. INSTALL THREADED
PLUG TO REMAIN UNTIL
SERVICE LINE FROM BUILDING
IS CONNECTED
NOTES:
1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED
BY THE DISTRICT.
2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE
SPECIFICATIONS.
3. METER BOX SHALL BE:
A. IN AREAS WITH ROLLED CURB OR METER BOX IN DRIVEWAY, USE
MIDSTATES BOX #MS-BCF-1324-12-8 WITH READER LID
#MS-BCF-1324-RLA
B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK,
USE CARSON STANDARD PLASTIC METER BOX #1220-12L WITH
READER LID.
4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL-
PIECE. THE POST SHALL BE 2"x 4" WITH THE 18" ABOVE GRADE
PAINTED BLUE ON ALL SIDES. STENCIL "WATER" IN 2" LETTERS WITH
BLACK PAINT.
TYPICAL SERVICE DETAIL
9 SINGLE SERVICE
C9 NTS
S 347309
22.5-±
WATER SERVICE SADDLE WATERMAIN
ROMAC 101
NOTE: COPPER LINE BETWEEN CORP STOP
& ANGLE STOP SHALL BE ONE PIECE (NO
FITTINGS)
SERVICE SADDLE, CORP STOP
AND SERVICE LINE
1 TYPICAL ROADWAY SECTION
NTS
L. BROA
� OF WAS61 <1
�f
37847
�'SSIONAL E����
FOR CONSTRUCTION
RECORDS ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: JULY 20, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
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