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00 BACKFILL MATERIAL
(SEE NOTE 5) -
1 CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL-
BACKFILL MATERIAL
(SEE NOTE 5)-
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
FOUNDATION LEVEL
W (SEE NOTE 4)
(CLASS A DESIGN)
LIMITS OF PIPE ZONE
U
W (SEE NOTE 4) -J,,- LIMITS OF PIPE ZONE
BEDDING FOR
• OF •
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 MATERIAL I * A - 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE B s" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL nAv ADOPTEitENTOx
STANDARD PLANS
!ri Acc c I�FCIrAI\ LS LST DATE: 4/97
BEDDING FOR FLEXIBLE PIPE
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/41.D.
12" MAX.
*
*
ZERO
APPR'
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.
-
BEDDING MATERIAL I * A - 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE B s" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL nAv ADOPTEitENTOx
STANDARD PLANS
!ri Acc c I�FCIrAI\ LS LST DATE: 4/97
BEDDING FOR FLEXIBLE PIPE
4-4-97
Corrected note 4
DCV
DT
DWG. NAME: BW18C SP PAGE: B077
2- 21-91
Revised notes, 4,5,7,& &Added note 6
Kd
""
DATE
REVISION
BY
APPR'
Bob PIPE BEDDING FOR SANITARY SEWER
1' 1' 2.5' 1' 1'
MIN MIN I MIN MIN
- FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LINE OR
LANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN IMINIMIN
VACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ICY p ADOPTED
v0 crrx of RENTOx
,p STANDARD PLANS
N I O LST DATE: 12/96
DWG. NAME: HR -23 SP PAGE: 1-1032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
:INT'X PASCO PLACE NEME 7th PLACE
STA. 37 +86.52: (NE 7th PLACE)
g
STA. 1 +69.45 ( PASCO PLACE :NE)
PROPOSED GRADE
W= __. 520 ............. . .
_ _ __ __
z A S=2.52%
�1 ��� „ss
,.�' 2411F, 8l RIM = 527.26
( =
IE- 520.25 8 u OUT
J ,
CE= 520.42 6 IN 515
_ ........ .....i....................:.... _ ............. i........ ......:...................__ ..........,...... � -)...... ............................._.
ol>
........_._ ............................ ............._................. ..._.....__....- ._...._....
241 LF; 8 "SS 0 S =0.5D% �r
'@S =0.50%
a15" STM
8" SEWER
_ _520.. .
.. -• I J 1 /l. V 1 1 VT. V V V
510 7 CE 510
NE th PLA
SSMH 3, 54 . SHALLOW RIM =522.4t
STA. 21 +66.0 7 LT. STA. 30 F95.21 4.7 RT.: RIM= 518.38 IE= 514.08, 8 "(O1JT)
�$ SSMH 1, 48 SSMH 2, 54 SHALLOW : IE= 512.77, 81.'(OUT) IE= 514.18, 8" (IN)
RIM =519.6 RIM= 518:82 IE= 512.87, 8" (IN)
IE =511.76, 8 »(01ST) IE= 512.37, 8 "(OUT)
IE= 511.86, 8" (IN) IE= 512.47, 8" (IN)
Q 30+00 31+00 32+00 33+00 34 +00 35 +00 36+00 37+00 38+00
505 505
w
.......... . .............. . ........... .......... .......... .._......... . ......... _........................ _. ..... ................. .._..__... ............................... .....:_.. ........................... _. ... ........_..__.........-.......... ..... ...._.................... .................... ........... ........-._.._............ .................. ..-..._.._............_...... ...........- ................
...
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CO #l. 6" PVC RISER JNT'X NILE AVE: NE NE 7th PLACE
I - i W IRON COVER AND FRAME STA. 21 +71.09: (NILE AVE NE)i
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INT'X PASCO PLACE NE NE 7th PLACE
RIM -519.4
STA. 30+00 NE 7th PLACE
I
6;52 NE 7th P c, PLACE:NE STA. 37+8 LACE
PASCO
IE= 511.96 8
535
STA. 1 +69.45 PASCO PLACC NE
,
( ) :535 520: 520
A. 0 +14.41 .(PASCO..PLACE -NE). _ ... ............................... STA, .3+33.72..(RASCO..iPhACE..NE).. .:.. <.. EX: ROAD GRADE
EX. GRADE @ CL I PLAT OF WINDWOOD q q E
_ _ z
i AS BUILT S 3522
OSED.,.�I? DE _..,___..., 777 °. ": 530... 515... . 530.... _ ... ;.... L ........ ..... PRSF .... _ .. ... EX. C.O........:................ _ _ .. w 515EX. G RLM= 51$.85 i 2 RDE 6" PVC TEE " L-
IE= 511.73, 8: 0
11 WATER
12" STORM 1 EX. .. $SW'PER PLAN S 3522 0
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_.. .:.525.. ...._. ..... ........._. .. .. ._..... . :.. .. ....._.. . ..... . . . ...... _..... _ ... _.... 525. .. ....510: ....... .. .. ........ .. .. .. ....51.0...
20 F 8 "SS @ S= 50%
285LF.�;g "SS @S =0.50% L , 1:
ATION PRIOR TO
0 INVERT ELEV NOTIFY ENGINEER
STINGS OF ANY UD SICCREPANCIES.
0 0 EXJ
27900D I z
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00 "
. Lo ao ao 00 00 tD (D, 6 N O M
m C7 prj Kj O x:00 + �:t co � Di rn 0 I
N rn; DD 0) a n o o CONTRACTOR TO VERIFY N . r- 6,.: r2
I N N + �-O N N INVERT ELEVATION PRIOR TO �'n:� to Lo
_ PASCO PLACE NE M Lo Co' N CONSTRUCTION, NOTIFY ENGINEER EX. SSMH 13 r N �; II II X II 11 w
Q u ii _ II OF ANY DISCREPANCIES. PLAN S- 27900D 03 In a:W w NILE AVENUE NE w o w w o
<n _.
515 ww . .-. . ....... .... Q .� II II. ........ - 51.5.... .........'......._..... _ __........... _. __. _........ _....._....
_._ ....................... ........tnultz.-- ._.- ..._...... I- u1..�w.w..
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W= __. 520 ............. . .
_ _ __ __
z A S=2.52%
�1 ��� „ss
,.�' 2411F, 8l RIM = 527.26
( =
IE- 520.25 8 u OUT
J ,
CE= 520.42 6 IN 515
_ ........ .....i....................:.... _ ............. i........ ......:...................__ ..........,...... � -)...... ............................._.
ol>
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241 LF; 8 "SS 0 S =0.5D% �r
'@S =0.50%
a15" STM
8" SEWER
_ _520.. .
.. -• I J 1 /l. V 1 1 VT. V V V
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NE th PLA
SSMH 3, 54 . SHALLOW RIM =522.4t
STA. 21 +66.0 7 LT. STA. 30 F95.21 4.7 RT.: RIM= 518.38 IE= 514.08, 8 "(O1JT)
�$ SSMH 1, 48 SSMH 2, 54 SHALLOW : IE= 512.77, 81.'(OUT) IE= 514.18, 8" (IN)
RIM =519.6 RIM= 518:82 IE= 512.87, 8" (IN)
IE =511.76, 8 »(01ST) IE= 512.37, 8 "(OUT)
IE= 511.86, 8" (IN) IE= 512.47, 8" (IN)
Q 30+00 31+00 32+00 33+00 34 +00 35 +00 36+00 37+00 38+00
505 505
w
.......... . .............. . ........... .......... .......... .._......... . ......... _........................ _. ..... ................. .._..__... ............................... .....:_.. ........................... _. ... ........_..__.........-.......... ..... ...._.................... .................... ........... ........-._.._............ .................. ..-..._.._............_...... ...........- ................
...
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CO #l. 6" PVC RISER JNT'X NILE AVE: NE NE 7th PLACE
I - i W IRON COVER AND FRAME STA. 21 +71.09: (NILE AVE NE)i
I
m
INT'X PASCO PLACE NE NE 7th PLACE
RIM -519.4
STA. 30+00 NE 7th PLACE
I
6;52 NE 7th P c, PLACE:NE STA. 37+8 LACE
PASCO
IE= 511.96 8
535
STA. 1 +69.45 PASCO PLACC NE
,
( ) :535 520: 520
A. 0 +14.41 .(PASCO..PLACE -NE). _ ... ............................... STA, .3+33.72..(RASCO..iPhACE..NE).. .:.. <.. EX: ROAD GRADE
EX. GRADE @ CL I PLAT OF WINDWOOD q q E
_ _ z
i AS BUILT S 3522
OSED.,.�I? DE _..,___..., 777 °. ": 530... 515... . 530.... _ ... ;.... L ........ ..... PRSF .... _ .. ... EX. C.O........:................ _ _ .. w 515EX. G RLM= 51$.85 i 2 RDE 6" PVC TEE " L-
IE= 511.73, 8: 0
11 WATER
12" STORM 1 EX. .. $SW'PER PLAN S 3522 0
O
_.. .:.525.. ...._. ..... ........._. .. .. ._..... . :.. .. ....._.. . ..... . . . ...... _..... _ ... _.... 525. .. ....510: ....... .. .. ........ .. .. .. ....51.0...
20 F 8 "SS @ S= 50%
285LF.�;g "SS @S =0.50% L , 1:
ATION PRIOR TO
0 INVERT ELEV NOTIFY ENGINEER
STINGS OF ANY UD SICCREPANCIES.
0 0 EXJ
27900D I z
Q z ^.. 20LF., 8 »SS @ S= 0.50% i� oc
520 _ : o d ? 520 505. "� o ^ 905.. .
00 "
. Lo ao ao 00 00 tD (D, 6 N O M
m C7 prj Kj O x:00 + �:t co � Di rn 0 I
N rn; DD 0) a n o o CONTRACTOR TO VERIFY N . r- 6,.: r2
I N N + �-O N N INVERT ELEVATION PRIOR TO �'n:� to Lo
_ PASCO PLACE NE M Lo Co' N CONSTRUCTION, NOTIFY ENGINEER EX. SSMH 13 r N �; II II X II 11 w
Q u ii _ II OF ANY DISCREPANCIES. PLAN S- 27900D 03 In a:W w NILE AVENUE NE w o w w o
<n _.
515 ww . .-. . ....... .... Q .� II II. ........ - 51.5.... .........'......._..... _ __........... _. __. _........ _....._....
_._ ....................... ........tnultz.-- ._.- ..._...... I- u1..�w.w..
0 +0o 1+00 2+00 3 +00 � �: - - 4 +00 E -5 .5 21+00 22 +00 m 22+00
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