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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 MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
6TH STREET SHORT PLAT
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
6"
C
.: B
(CLASS A DESIGN) �—
W (SEE NOTE 4) LIMITS OF PIPE ZONE
C
B
A
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
11-0"
B
A
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 SPECIFICTATTONS 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 SEC11ON 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 Fl.0w 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.
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(CLASS F DESIGN)
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BEDDING FOR FLEXIBLE PIPE
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PIPE BEDDING FOR STORM SANITARY SEWER
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NOT TO SCALE STANDARD PLAN NO. BW-18C
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PROPERTY LINE
6'-0"
o FUTURE
6�� BUILDING SEWER PIPE � BUILDING SEWER
- -- - - 77777±
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W 2" x 4" STUD SERVICE MARKER PAINT UPPER
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TEE WITH 6" SIDE OUTLET I PORTION WHITE ANS STENCIL ON SIDE
WORDING SEWER WITH 3 HIGH BLACK LETTERS.
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W AND 16 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o EXTENDED TO THE TOP OF THE STUD.
8
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UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
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IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
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WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
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�� VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
60 ALLOWABLE MAX.
m
PIPE SEWER MAINS ARE TO BE CORE DRILLED
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOCKING
2% MIN SLOPE
cc
,� HORIZONTAL
6 SIDE OUTLET TEE J
SEWER MAIN L
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6 MIN. SEWER MAIN
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CONCRETE BLOCKING ANGLE
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OF TEE AT MAIN OVER 25 OF SIDE SEWER ELEVATION
ry
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
8
STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE)
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NOT TO SCALE STANDARD PLAN NO. BR-39
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LENGTH
50
100
150
200
250
300
350
400
450
LENGTH
50
100
150
200
250
300
350
400
450
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450 1
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
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
202
200
198
196
194
193
211
220
215
211
208
205
202
200
198
197
195
227
221
217
1 213
1 210
1 207
205
202
201
199
197
227
1 222
218
1 214
1 211
209
206
1 204
1 202
1 201
1 199
227
1 222
219
1 215
1 213
210
208
1 206
1 204
1 202
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
1 130
150
169
189
209
210
207
1 203
201
198
165
185
205
1 224
233
1 227
222
217
214
1 210,
208
220
240
257
248
241
235
230
225
222
1 218
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
245
241
237
234
231
283
275
1 269
1 263
257
1 252
248
244
241
238
235
283
276
270
264
259
1 255
251
247
244
1 241
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.
AiQ T�-QT TAQi (i niA/ QQ�-QQi iQ0 QnQ QFU/i -Q KA AINIQ
NOT TO SCALE
s•3Z6106
11 RI Or
24" x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN -� I
STANDARD PLAN NO. BR-07
"^"rncl"r' ^W STREET GRADE
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
RECOMMENDED
FOR APPROVAL
RECORD NOTE 03/28/07 BY
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. BY
WHILE THIS INFORMA11ON IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR BY
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
`11 INCORPORATED INTO THIS DOCUMENT AS A RESULT.
la THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
NO.
STANDARD PLAN NO. BR-08
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CITY OF RENTON N
DEPARTMENT OF PUBLIC WORKS
SEWER NOTES & DETAILS C5.3 °
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DESIGNED: GCH DATE: FILE NAME: O
01/24/06 203615—05. �
DRAWN: GCH
CHECKED: SMC SCALE: AS SHOWN FIELD BOOK._ PAGEi_ J
m
REVISION BY APPR. DATE APPROVED: SHEET: 16 OF: 16 =—
DIRECTOR OF PUBLWORKSIC DRKB
Au. "tit o 106 come
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATF
DATE —
DATE —
REUSE OF DOCUMENTS
THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE WITH WAC 196-23-070 AND CHAPTER
19,34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE
INFORMATION ON THIS DOCUMENT 1WLL INVALIDATE THE
DOCUMENT, MY CERTIFICATION AND SIGNATURE
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF AHBL AND IS NOT TO BE USED, IN WHOLE
OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF AHITL