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CONTINUOUS 2" GRIND AND (DI, CONC) (CPEP, CMP, PVC)
OVERLAY ON REMAINING AC CONTINUOUS 2" GRIND AND
SURFACE WITHOUT SAWCUT I OVERLAY ON REMAINING AC
SURFACE WITHOUT SAWCUT
LINES OR EDGES
2" WEARING COURSE HMA PAVEMENT, SEE A LINES OR EDGES
CL 1/2" PG 70-22 TACK PAVEMENT SECTIONS _
AND SEAL EDGES AT
INTERFACE WITH EXISTING
PAVEMENT
2.5 HMA CL 1 /2
PG 64-22 4.5" MIN
12" CRUSHED SURFACING PROVIDE NEAT, 6" MIN.
STRAIGHT SAWCUT LINE
TOP COURSE WSDOT STD
WHERE MATCHING �j �� O OO ��CRUSHED SURFACING TOP COURSE
SPEC 9-03.9(3) EXIST. PAVEMENT O O O
/ � O OD ODO �\� WSDOT STD SPEC 9-03.9(3)
COMPACTED TO AT LEAST
95% OF MAX. DENSITY PER COMPACTED TO AT LEAST 95% OF
EXIST. SUBGRADE O OO �� MAX. DENSITY PER ASTM D1557
ASTM D1557 (SEE NOTE 2). SEE NOTE 4
FOR EXISTING SUBGRADE WITH
GRANULAR MATERIAL LESS THAN 12"
ASPHALT PAVEMENT SECTION
SCALE: N/A
.RK
PLAN VIEW
UNBALANCED CROSS
(USE COLUMN A)
PLAIN VIEW
PLUGGED TEE
(USE COLUMN B)
PLAN VIEW
DEAD END
C513C-1 D
^%'*-,
PLAN VIEW
PLUGGED CROSS
(USE COLUMN B)
TWO 1" DIAM.
(SEE NOTE 4)
THRUST
SCALE: N /A
SYM I REVISION BY APPROVED
REPLACE 04-042 SEWAGE LIFT STATION W19111354 1 ABAM
PROFILE VIEW
VALVE
(USE COLUMN A)
OFFSET
(USE COLUMNS B - E)
BLOCK DETAILS
DATE SYM
07.15.19
REVISION
0 0
PLAN VIEW
PLUGGED CROSS
(USE COLUMN A)
C1�53C
D
D �
PLAN VIEW
TEE
BEND
BY I APPROVED I DATE
11. Contractor to provide blocking adequate to withstand fu.uUU test pressure.
2. Divide thrust by safe bearing load to determine required area (in square
feet) of concrete to distribute load.
3. Areas to be adjusted for other pressure conditions.
4. Provide two T' milnIimum diameter rods on valves up through 10"° diameter.
Vallves larger than 110" require special tie rod design.
SIZE
TEST
PRESSURE
(PSI)
THRUST AT FITTINGS IN POUNDS
A
B
C
D
E
TEE AND
ENDS
900
BEND
460
BEND
22.6°
BEND
11.26"
BEND
4"
250
3,140
4,440
2,405
1,225
615
61
250
7,070
9,995
5,410
2,760
1,385
&1
250
12,565
17,770
91620
005
2,465
10.1
250
19,635
27,770
15,030
7,660
3,850
12"
250
28,275
39,985
21,640
11,030
5,545
14"
250
38,485
54,425
29,455
15,015
7,545
16"
250
501265
71,085
38,470
19,615
91855
SOIL TYPE
SAFE BEARING LOAD
(PSE)
MUCK, PEAT, ETC.
0
SOFT CLAY
1,000
SAND
2,000
SAND AND GRAVEL
3,000
SAND AND GRAVEL CEMENTED WITH CLAY
4,000
HARD SHALE
10,000
NOTE:
1. A SAFE BEARING LOAD (PSF) OF 2,500 MAXIMUM SHALL BE
ASSUMED FOR THE THRUST BLOCK.
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ACCEPTABILITY
ZMS
THIS DESIGN AND/OR CHE(
SPECIFICATION IS APPROVED DRS
ENGI
APPROVED BY I DEPT. I DATE ZMS
t SUBTITLE
07.15.19
07.15.19
TITLE
07.15.19
4" (TYI
(MIN.)
PIPE BEDDING PER WSDOT
9-03.12(3) 95%
COMPACTION OF MAX. DRY
DENSITY PER ASTM D 1557
PIPE O.D. + 2 FEET
NEW TRENCH BACKFILL MAT'L WSDOT
STD. SPEC. 9-03.19 PLACED IN
LOOSE LAYERS OF NOT MORE THAN
10" DEPTH AND COMPACTED TO AT
LEAST 95% OF MAX. DENSITY PER
ASTM D1557
PIPE AS SPECIFIED ON
PLAN
NOTE:
1. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557.
2. IF TRENCH SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO
BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE
BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
3. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C2-6A.
4. IF THE AC PAVEMENT IS UNDERLAIN BY CONCRETE PAVEMENT, SAWCUT CONCRETE PAVEMENT AND
REMOVE. REPLACE THE CONCRETE VOID WITH CRUSHED ROCK BASE COURSE.
TYPICAL TRENCH SECTION
SCALE: N/A
DETAILS
REPLACE 04-042 SEWAGE LIFT STATION
BUILDING 04-042
C223
S-396539
PERMIT SET
July 15, 2019
CURRENT REVISION SYMBOL DATE
W19111354 - 07.15.19
C513C-1 D C11
JOB NO. COMP NO.
W19111354
RENTON, WA DWG NO. RTN-YD-0513C-1 D
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