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THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
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CITY OF
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RREEOnMMRODa° CHECKED.FOR;COMPLIANCE
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FOR .�THE1P�, BY 4V _T /O' STANDARDS
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CALL 48 HOURS
BEFORE YOU DIG
REUSE OF DOCUMENTS BY
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DESIGNED: GCH
DRAWN: GCH
DATE: 07/03/06
FILENAME: 203615 -C3.1
SCALE: 1 _20'
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CHECKED: JMW
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AS INDICATED — HT. 1/8"
1/2"
RAINIER STATION -PHASE 1
THE SOUTHWEST OUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
CONCRETE
1 CLASS 3000
4 -3/4
12"0
RAISE -1/2" FIBER JOINT
WIDE BORDER PACKING
1,
10" 45' (1/8) BEND
g„
8 -3 4" PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
1 -1/4� 1/2'i 2" 5/8"
I
I 2 -7/8I " 4"
7" ro
7-3/4"
8 >,
15„
II I PLUG TO BE SEALED
I1 I IN SAME MANNER AS
CAST IRON RING AND COVER II I MAIN SEWER JOINTS.
NOTE: 6 INCH OR 8 INCH CLEAN —OUT
IN UNIMPROVED AREAS POUR 1' -0" THICK �� Y p� ADOPTED
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND o Crrr OF PMON
RING AND COVER. * +�� +
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING LS`D� 12/96
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. �FN S 0� TST naxNr z /ss
m /n /ss naaea rotes. Ocv I AC DATE I REVISION I By IAPPR'D DWG. , NAME: BW186 SP PAGE: 607E
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL NOTES:
(SEE NOTE 5) r 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
6"
CONCRETE CLASS C I 2. HAND TAMP UNDER HAUNCHES.
(SEE NOTE 8) I 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
C HAND TAMP ONLY.
FOUNDATION LEVEL
B 4. SEE EXCAVATION AND PREPARATION OF ,TRENCH" IN THE SANITARY SEWERS SECTION
T E Si.PND SPELT CTAi
A vr�n� R ow u�rruinuinnwvS FOR TRENCH WIDTH °W' AND TRENCHING OPTIONS.
THE PIPE ZONE' WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
(CLASS A DESIGN) I BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18.
W (SEE NOTE 4) LIMITS OF PIPE ZONE 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL n------T r BACKFILL MATERIAL
(SEE NOTE 5) _ 61"
f 6: SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
BEDDING MATERIAL "�T STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
FOR RIGID PIPE CI 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 6) I STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
B 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
FOUNDATION LEVEL MAINTAINED.
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
on
Z 0 BEDDING MATERIAL
FOR FLEXIBLE PIPE
w (SEE NOTE 7) —
FOUNDATION LEVEL
I—
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CLASS A
CLASS 8
CLASS C
CLASS D
CLASS F
I
CL
4" MIN.
1/4 I.D.
12' MAX.
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1/2 O.D.
1/8 O.D.
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RAINIER STATION -PHASE 1
THE SOUTHWEST OUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
CONCRETE
1 CLASS 3000
4 -3/4
12"0
RAISE -1/2" FIBER JOINT
WIDE BORDER PACKING
1,
10" 45' (1/8) BEND
g„
8 -3 4" PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
1 -1/4� 1/2'i 2" 5/8"
I
I 2 -7/8I " 4"
7" ro
7-3/4"
8 >,
15„
II I PLUG TO BE SEALED
I1 I IN SAME MANNER AS
CAST IRON RING AND COVER II I MAIN SEWER JOINTS.
NOTE: 6 INCH OR 8 INCH CLEAN —OUT
IN UNIMPROVED AREAS POUR 1' -0" THICK �� Y p� ADOPTED
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND o Crrr OF PMON
RING AND COVER. * +�� +
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING LS`D� 12/96
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. �FN S 0� TST naxNr z /ss
m /n /ss naaea rotes. Ocv I AC DATE I REVISION I By IAPPR'D DWG. , NAME: BW186 SP PAGE: 607E
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL NOTES:
(SEE NOTE 5) r 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
6"
CONCRETE CLASS C I 2. HAND TAMP UNDER HAUNCHES.
(SEE NOTE 8) I 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
C HAND TAMP ONLY.
FOUNDATION LEVEL
B 4. SEE EXCAVATION AND PREPARATION OF ,TRENCH" IN THE SANITARY SEWERS SECTION
T E Si.PND SPELT CTAi
A vr�n� R ow u�rruinuinnwvS FOR TRENCH WIDTH °W' AND TRENCHING OPTIONS.
THE PIPE ZONE' WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
(CLASS A DESIGN) I BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18.
W (SEE NOTE 4) LIMITS OF PIPE ZONE 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL n------T r BACKFILL MATERIAL
(SEE NOTE 5) _ 61"
f 6: SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
BEDDING MATERIAL "�T STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
FOR RIGID PIPE CI 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 6) I STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
B 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
FOUNDATION LEVEL MAINTAINED.
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
on
Z 0 BEDDING MATERIAL
FOR FLEXIBLE PIPE
w (SEE NOTE 7) —
FOUNDATION LEVEL
• A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1
�PIP�EL�IE11�111 FOR STORM SA NITARY SEWER STANDARD PLAN NO. BW -18C
34
th
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS 8
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12' MAX.
'
'
ZERO
'
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
—
• A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1
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1000 GALLON GREASE INTERCEPTOR,
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- SYSTEM DESIGNER - - - - - 1-CONC. THRUST BLOCK m i O O'
2 IR GATION METER & SACKELOyY -�
PREV�TION, SSE IRRIGATION PLAN -*-0 7 -0-0
}' FOR TAILS I N15 °38'20 "W " N U) C Q C
0 0 0
651-F-10" WATER STA. 2 +86.94 0.00' RT cr ..7
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W STA. 2 +06.68 0.00' RT I STA. 2 +86.94, 8.50' RT Z
w ( CENTER OF HYDRANT
1 1 -10 "x90' BEND (MJ) O
:4Y I SEE STD. PLAN B102
1 -CONC. THRUST BLOCK
N R I ON SHEET C3.4
N 111 RD R Q W
° N I BUILDING *3 [FUTURE) U z
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4,o 1- RE HYDRANT ASSEMBLY
STA. 1 +91.05 0.00' RT I STA. 3 +50.00 0.00' RT PROPOSED 15.00' STA. 5 +51.33, 10.00' LT STA. 5 +65.33 0.00' RT
s I I 1 -FIRE HYDRANT ASSEMBLY ,� WATER EASEMENT CENTER OF HYDRANT
'n I 1 -10 GATE VALVE MJ 1 -10 "x90' BEND (MJ)
STA. 1 +91.05, 31.85 LT SEE STD. PLAN 8102
D IQ { CENTER OF HYDRANT I , • _ - N 1 -GONG. THRUST BLOCK
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EXST. HYDRANT 1 -18 GATE VALVE FLxMJ /E
PROVIDE 5" STORZ " ( ) PER CITY STANDARDS (TYP.) 4859 OGRE 1 -16" GATE VALVE (FLxMJ) PROVIDE 5 STORZ cTR cyANNfcryRe Q
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rop s y 1 -CONC. THRUST,BLOCK 12» /F 4673 ( /N, CARE 1 -GONG. THRUST BLOCK
CTR Cy 42 I CITY OF RENTON WILL PROVIDE CUT IN a° C/ 4407 (1N N) CITY OF RENTON WILL PROVIDE CUT IN
8 pv0 (NEE[ 43.4g CONNECTION. SEE STD. PLAN B113 ON N15'921 °w 526.43° - 12. IENC lE 4657 /) CONNECTION. SEE STD. PLAN 8113 ON -
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- SYSTEM DESIGNER - - - - - 1-CONC. THRUST BLOCK m i O O'
2 IR GATION METER & SACKELOyY -�
PREV�TION, SSE IRRIGATION PLAN -*-0 7 -0-0
}' FOR TAILS I N15 °38'20 "W " N U) C Q C
0 0 0
651-F-10" WATER STA. 2 +86.94 0.00' RT cr ..7
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W STA. 2 +06.68 0.00' RT I STA. 2 +86.94, 8.50' RT Z
w ( CENTER OF HYDRANT
1 1 -10 "x90' BEND (MJ) O
:4Y I SEE STD. PLAN B102
1 -CONC. THRUST BLOCK
N R I ON SHEET C3.4
N 111 RD R Q W
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4,o 1- RE HYDRANT ASSEMBLY
STA. 1 +91.05 0.00' RT I STA. 3 +50.00 0.00' RT PROPOSED 15.00' STA. 5 +51.33, 10.00' LT STA. 5 +65.33 0.00' RT
s I I 1 -FIRE HYDRANT ASSEMBLY ,� WATER EASEMENT CENTER OF HYDRANT
'n I 1 -10 GATE VALVE MJ 1 -10 "x90' BEND (MJ)
STA. 1 +91.05, 31.85 LT SEE STD. PLAN 8102
D IQ { CENTER OF HYDRANT I , • _ - N 1 -GONG. THRUST BLOCK
SEE STD. PLAN 6102 I -- - - -- -- - - - - -- ------- - - - - -- - - - - - -- ON SHEET C3.4_ - - - - --
y o I N o I ON SHEET C3.4 (" " '
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N I I w o 10"� - w 237LF -10" WATER
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x I I z p_
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EXST. HYDRANT 1 -18 GATE VALVE FLxMJ /E
PROVIDE 5" STORZ " ( ) PER CITY STANDARDS (TYP.) 4859 OGRE 1 -16" GATE VALVE (FLxMJ) PROVIDE 5 STORZ cTR cyANNfcryRe Q
FITTING 2 -16 SLEEVES (MJ) EX CB (oyr s) 2 -16 SLEEVES (MJ) FITTING a " pVC (,N 46.29 m
EX 1 -10" SLEEVE (MJ) RAINIER ' VE BrOP 4992 Ell CTR SrU 1 -10 SLEEVE (MJ) p�c ( -sj
rop s y 1 -CONC. THRUST,BLOCK 12» /F 4673 ( /N, CARE 1 -GONG. THRUST BLOCK
CTR Cy 42 I CITY OF RENTON WILL PROVIDE CUT IN a° C/ 4407 (1N N) CITY OF RENTON WILL PROVIDE CUT IN
8 pv0 (NEE[ 43.4g CONNECTION. SEE STD. PLAN B113 ON N15'921 °w 526.43° - 12. IENC lE 4657 /) CONNECTION. SEE STD. PLAN 8113 ON -
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