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1-60`00=424,5M
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
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
W (SEE NOTE 4) LIMITS OF PIPE ZONE
I
C
LENGTH(
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
PROPERTY LINE
Y B
B
200
6" MIN.
Z
*
»A
z 300
to 350
_
(CLASS DESIGN) �—
6" MIN.
6" MIN.
ZERO
6" MIN,
139
12" MAX.
6" BUILDING SEWER PIPE � BUILDING SEWER
W (SEE NOTE 4) LIMITS OF PIPE ZONE
124
144
w
? 2 "x 4" STUD SERVICE MARKER PAINT
1/4 O.D.
1/2 O.D.
1/8 O.D.
TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON
O.D.
C
3/4 O.D.
SIDE WORDING "SEWER" WITH 3" HIGH
6
O.D.
—
a BLACK LETTERS. AND #6 WIRE WRAPPED
312
298
286
AROUND THE STUD AND EXTENDED TO THE
a TOP OF THE STUD.
268
261
255
371
C
371
3525
G" SIDE SEWER AND BUILDING SEWER
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
,I , 10„
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
3. COMPACT BEDDING MATERIAL TO 95X 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 MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
2 -21 -91
LANE LINE
MARKING 7' -8"
STANDARD VEHICLE WHEEL PATH
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS do INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or W.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or W.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
' \— 6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER 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.
2" CLAS
*2" TO 6" C
OR C!
-MIN MIN MIN' MINIMIN
2" CLASS 'B'
CRUSHED ROCK, FLOWA6L.L- I [-L-
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1° 1' 2.5' 1' 1'
MIN MIN r MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
)R
S*
D SURFACING TOP COURSE
LENGTH(
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
200
6" MIN.
400
450
z 300
to 350
A
1/4 I.D.
6" MIN.
6" MIN.
ZERO
6" MIN,
139
12" MAX.
170
170
124
144
8
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 i/8 O.D.
O.D.
—
LANE LINE
MARKING 7' -8"
STANDARD VEHICLE WHEEL PATH
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS do INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or W.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or W.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
' \— 6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER 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.
2" CLAS
*2" TO 6" C
OR C!
-MIN MIN MIN' MINIMIN
2" CLASS 'B'
CRUSHED ROCK, FLOWA6L.L- I [-L-
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1° 1' 2.5' 1' 1'
MIN MIN r MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
)R
S*
D SURFACING TOP COURSE
PROCEDURE:
6 IN. DIAMETER
LENGTH(
PIPE
w 0
a
a. 50
100
150'i
cc 100
w 150
200
0 250
400
450
z 300
to 350
20
400
59
450
PROCEDURE:
6 IN. DIAMETER
PIPE
0
50
100
150'i
200
=250
300!
350
400
450
500
0
20
40
59
79
_ 98
118'
139
158
170
170
124
144
163
183
203
223
243
237
x:231
225
221
247
267
287
307:
312
298
286
276
268
261
255
371
391
371
3525
336
323
312s
302
293
286
278'
425
402
383
366
352
340
329'
320
312
304
298'
425
406
390
376
363
352
342'
333
326
318
312'
4251
_409
395
383?
371
361
c336
329
323:
425
411
399
388'
378
368
345
338
332!
425
413
402
392
383
374
M3524
352
346
340
425
414
404
395
387
379
358
352
347'
TIME
, SECONDS
llaM;L-I ?3a1
W - 11 N.C. SOCKET HD
SCREW i 1G" LONG
(BRONZE OR S.S.)
Jr c 2" RAISED PADS
12 Ys
14"
45' (1/8) BEND —�
e- +
0
1 •'
CONCRETE
CLASS 3000
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER" JOINTS.
NOTES:
1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. a OR a Dw CxzmuT
2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. ADOPM
"MININ11
FIELOBOOK:
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