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BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
BACKFILL MATERIAL
(SEE NOTE 5) --
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) —
FOUNDATION LEVEL
BEDDING
FOR FLEXI
(SEE N01T
FOUNDATH
MmmLw�1m1=1mw11W i'
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
W (SEE NOTE 4) ~{ LIMITS OF PIPE ZONE
C
(CLASS A DESIGN) —�
W (SEE NOTE 4)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
/- LIMITS OF PIPE ZONE
6'
C
B
1
A
�l
OF PIPE ZONE
Oil
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE,
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
5. TRENCH BACKFILL 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
BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
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
PIPE BEDDING FOR STORM SANITARY SEWER
NOT TO SCALE STANDARD PLAN NO. BW-18C
Z
3 1zZ
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= z �zo
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inZ �0
N PROPERTY LINE
ZE
I 1 f
6 -0l
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
X � N I -- — - ---- — — — — — — --
z z W o W 2"x 4" STUD SERVICE MARKER PAINT UPPER
w a
TEE WITH 6 SIDE OUTLET I PORTION WHITE ANS STENCIL ON SIDE
I
to O O V <
WORDING SEWER WITH 3 HIGH BLACK LETTERS.
a 6" SIDE SEWER AND BUILDING SEWER AND6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
n Of
- - - UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
w IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
W o WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
cr
- VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
60" ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLED
m FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
CONCRETEX
BLOCKING
— G 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN L
6 MIN. SEWER MAIN
0 CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
>
ry ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
in, LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION SEWER MAIN TO PROPERTY LINE
2
w NOT TO SCALE STANDARD PLAN NO. BR-39
Q O
Z
w Z
0
50
CL 100
w 150
200
0 250
300
co 350
400
450
LENGT
0
� 50
E: 100
w 150
Q 200
Q 250
Z 300
350
400
450
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
20
40
59
79
99
119
139
158
170
170
35
55
75
95
114
134
154
174
178
177
177
70
90
110
130
150
169
187
186
184
183
182
106
1 125
145
165
185
195
193
191
189
187
186
141
161
180
200
202
199
197
195
193
191
190
176
196
214
209
205
1 202
200
198
196
1 194
193
211
220
215
211
208
205
202
200
198
197
195
227
1 221
217
1 213
210
207
205
202
201
199
197
227
222
218
1 214
211
209
206
204
202
201
199
227
222
219
215
213
210
208
206
204
202
201
TIME
(SECONDS)
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
300
350
400
450
500
0
20
40
59
79
99
119
139
158
170
170
55
75
95
114
134
154
174
192
190
188
186
110
130
150
169
189
209
210
207
203
201
198
165
1 185
205
1 224
233
227
222
217
214
210
208
220
240
257
248
241
235
230
225
222
218
215
275
271
261
253
247
241
236
232
228
225
222
283
273
264
257
251
246
241
237
233
230
227
283
274
267
260
254
249
1 245
241
237
234
231
283
275
269
263
257
252
248
244
241
238
235
283
276
270
264
259
255
251
1 247
244
241
238
TIME
SECONDS
PROCEDURE:
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION,
ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE
MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES.
A ID TCCT TA DI F �i rw/ DDF-QQI IQFF FOD CFIA/FQ KA A INIC
NOT TO SCALE
STANDARD PLAN NO. BR-07
^"r" DI "r' ^W STREET GRADE
24"x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN -�
H:'
.:
•s'
.A
45'
6" ON 6" Y BRANCH
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE:
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
SEWER MAIN
SIDE SEWER RISER CONNECTION TO SEWER MAIN
NOT TO SCALE
BY
BY
STANDARD PLAN NO. BR-08
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
-4 " DATE
�_
DATE
DATE
NO. I REVISION
BY { APPR. I DATE
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SrONAL
EXPIRES /I / 07 /-,4
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REUSE OF DOCUMENTS
M DODIIENT HAS BEOI SIGNED ELECTRONICNLY N
ACCORDANCE TM VIRC 196-23-OTO AND CHAPTER
19.34 RM UNAUTHIOMM) ALIM71 N OF ANY OF THE
NFOW11ON ON THIS DOMMIT MIL N MMW THE
DOCI11E11T, MY D "W. Aim MID SIGNATUE.
THE OW AND USM NCORPORATM HEREIN, AS AN
NSTRUNETIT OF PROFBMVL SERNCE, IS THE
PROPERTY OF MIBL AND IS NOT 1D BE USED, N*WM
OR IN PART, FOR ANY OTHER PRUCT M1110UT THE
MBT01 AUTHOMMIION OF MIL
ZQ,
. I .
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SEWER NOTES & DETAILS C5.3
DESIGNED: GCH DATE: FILE NAME:
01/24/06 203615—05.
DRAWN: GCH
CHECKED: SMC SCALE: AS SHOWN FIELD BOOK:— PAGE:
SCALE: SHEET: 16 OF: 16
DIRECTOR PUBLIC PU_IC WORKS
SCANNED 0C, T 2 7 Z006
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