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PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, WAY.
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F/NF 7th RACE
NE 7th PLACE STA. 23+17.11 (NILE AVE NE)
IS A. 17+41.67 (NE 7th PLACE)
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A 30+00 (NE 7th PLACE)
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CONSTRUCTION, NOTIFY "SHALLOW IM-518.38
OF ANY DISCREPANCIES 09+27w 8(OUT)S\vis c Li 116"
AS-BUILT #S-3522 IE--et21tff: 8
EX. C.O.
RIM=518.85
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STA. 21+66.0 TILT.
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2T
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B'SS os=0.6
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,
STA. 30+95.21, 4.7'RT.
STA. 21+45.87 7TT
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E=54+46, 8"(OUT) E=&;4.�, 8"(OUT)ETIi--5-1
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IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
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60" ALLOWABLE MAX.
VITRIFIED CILAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
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FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
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PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, WAY.
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F/NF 7th RACE
NE 7th PLACE STA. 23+17.11 (NILE AVE NE)
IS A. 17+41.67 (NE 7th PLACE)
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PER AV
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11 ;PY NILE AVE NF NP 7th PLACE
21+71.09 (NILE AVE NE) SAO It
A 30+00 (NE 7th PLACE)
0
CONTRACTOR TO VERIFY STA 31+54 58 5.6'RT. sso INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY "SHALLOW IM-518.38
OF ANY DISCREPANCIES 09+27w 8(OUT)S\vis c Li 116"
AS-BUILT #S-3522 IE--et21tff: 8
EX. C.O.
RIM=518.85
IE=511.73, 8"
STA. 21+66.0 TILT.
SSMH 1, 48 xxc 32+ow
RIM=&44-6- 5lat.5Z O�w - - - - - - - - - -
2T
E=54446, 8(OUT)si%.
IE=51 1.86, 8 (IN) 5;t%.Itt — -- — --
B'SS os=0.6
/?AF26LF, 8" SS O5 =0,549
,
STA. 30+95.21, 4.7'RT.
STA. 21+45.87 7TT
SSMH 2, 54 SHALLOW
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E=54+46, 8"(OUT) E=&;4.�, 8"(OUT)ETIi--5-1
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MAIN TO PROPERTY LINE)
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60" ALLOWABLE MAX.
VITRIFIED CILAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
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OR DUCTILE IRON PIPE.
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CONCRETE
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PROPERTY LINE
Col _2% MIN SLOPE
2"x 4�" STUD SERVICE MARKER PAINT UPPER
6" SIDE OUTLET TEE
HORIZONTAL
SEWER MAIN
w
61, MIN.
CONCRETE
N WHITE AND STENCIL ON FRONT SIDE
PWOORRIDNNG VIEWI
ANGIE
TYPICAL
ELEVATION
OF TEE
AT MAIN OVER 25
WITH 3" HIGH BLACK LETTERS.
x
ELEVATION
(SEWER UNN TO PROPERTY
NOTE:
ADOPTED
AND #6 "RE MAPPED AROUND THE STUD AND
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
<
6" BUILDING SEWER PIPE EXTENDED TO THE TOP OF THE STUD.
ii=: 12/96
FUTURE
in
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DWG. NAME. BR39 SP PAGE: 8078
j BUILDING SEWER
TEE WITH 6" SIDE OUTLET 3"x6'X6" WYE WITH A SURFACE
CLEANOUT WITH CAST IRON RING
AND C
6" SIDE SEWER AND Pull DING SEWER OVER (SEE DETAIL DING. 403.1)
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
MAIN TO PROPERTY LINE)
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60" ALLOWABLE MAX.
VITRIFIED CILAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
Y
FOR CAST IRON PIPE
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OR DUCTILE IRON PIPE.
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CONCRETE
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6" SIDE OUTLET TEE
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SEWER MAIN
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SEWER MAIN
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TYPICAL
ELEVATION
OF TEE
AT MAIN OVER 25
SIDE SEWER
STANDARD ME SEWER INSTAMATION
x
ELEVATION
(SEWER UNN TO PROPERTY
NOTE:
ADOPTED
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.
ii=: 12/96
in
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DWG. NAME. BR39 SP PAGE: 8078
MAIN TO PROPERTY LINE)
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NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS,
1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (S)
NOTE: INSTALL SIDE SEWERS PER DETAIL
LEFT, PVC PIPE, MINIMUM 2% SLOPE (NP.)
CONTRACTOR TO VERIFY - `\
INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY ENGINEER
OF ANY DISCREPANCIES.
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PER AS-BUILT
21
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NOTE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1-800-424-5555
STA. 0+14.41 (PASCO PLACE NE)
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STA. 37+86 5V-1 (E" 7th PLACE)
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Date DATE 03/25/2011
te!JOB NO.
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DWG NO.
By, Datei SHEET
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BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
FOUNDATION UEVEL�\
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
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NOTES:
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
•
2, HAND TAMP UNDER HAUNCHES.
CLASS D
CLASS F
6
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
—{CI-
HAND TAMP ONLY,
•
4. SEE "EXCAVATION AND PREPARATON OF TRENCH" IN THE SANITARY SEWERS SECTON
B
OF THE STANDARD SPECIFICTATIONS FOR TRENCH MDTH "W' AND TRENCHING OPTIONS.
•
•
THE PIPE ZONE PALL BE THE ACTUAL TRENCH MDTH, EXCEPT FOR CLASS A
so- . ❖..- .- .- .-
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.- .- .- . -. ❖. -.
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S. TRENCH BACKFILL SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES" IN THE
❖. ❖.00000.•..
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❖••p•0,
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LIMITS OF PIPE ZONE
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTON OF THE
•.caw
1A.•.!•.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTON OF
STANDARD SPECIRCATION FOR THE MATERIAL SPECIRCAMONS.
6"
8. PIPE MUST BE ANCHORED IN SUCH A MAHER AS TO ENSURE FLOW UNE IS
MAINTAINED.
Ld
.
11
•
jji��
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(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
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LIMITS OF PIPE ZONE
D..
NOTES:
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
CLASS B
2, HAND TAMP UNDER HAUNCHES.
CLASS D
CLASS F
6
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
—{CI-
HAND TAMP ONLY,
ZERO
4. SEE "EXCAVATION AND PREPARATON OF TRENCH" IN THE SANITARY SEWERS SECTON
B
OF THE STANDARD SPECIFICTATIONS FOR TRENCH MDTH "W' AND TRENCHING OPTIONS.
B
THE PIPE ZONE PALL BE THE ACTUAL TRENCH MDTH, EXCEPT FOR CLASS A
j A
BEDDING. THE MINIMUM CONCRETE MOTH SHALL BE 1 -1/2 I.D. + 18 ".
T-
S. TRENCH BACKFILL SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES" IN THE
1/2 O.D.
SANITARY SEWERS SECTON OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
O.D.
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL.
LIMITS OF PIPE ZONE
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTON OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTON OF
STANDARD SPECIRCATION FOR THE MATERIAL SPECIRCAMONS.
6"
8. PIPE MUST BE ANCHORED IN SUCH A MAHER AS TO ENSURE FLOW UNE IS
MAINTAINED.
LIMITS OF PIPE ZONE
D..
• A - 4" MIN. 27' I.D. AND UNDER
6" MIN. OVER 27" I.D.
4-4-87
BEDDING CI-ASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4' MIN.
1/4113.
12' MAX
•
•
ZERO
Vt
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C E
}/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.
4-4-87
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REVISION
I BY
APPR
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
Cl. CITY OF BENTON
,P 2 BTANDA
N T O 191' DAM: 4/97 4/97
DWG. NAME: BW18C SP PAGE: 8077
:RY SEWER
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— 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 IMIN r MIN -I MINIMIN
\ *ACP CLASS 'E' OR 'B'
` 6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER.
TYPICAL PATCH FOR FLEMBLE PAVEMENT
6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
VO CITY OF RENNIN
♦ .1fII
BfAtIDARD PL1N9
M3T DAM: 12/96
* SEE DWG# HR -05 FOR MINIMUM STANDARDS DATE REVISION I BY APPR DWG. NAME: HR -23 SF' PAGE: HO32A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
oQ s- 35F704,
5- 358704
Allm, Srir
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FOR APPROVAL
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CONTRACTOR TO VERIFY
Nib 7th PLACE
INVERT ELEVATION PRIOR TO
CLEANOLIT WITH CAST IRON RING
CONSTRUCTION, NOTIFY ENGINEER
+ All
OF ANY DISCREPANCIES.
C-4
AS-BUILT #S-3522
a-
0
EX. C.O.
SSMH#2, 54" SHALLOW
RIM=518.85 a 6 L
IE=511.73, 8" K
TA. 33+95 5.0 RT.
STA. 21+66.0, 71T.
SSMH#l, 48'-
RIM=518.82
RIM=519.6
IE=511.76, 8::(OUT)
IE=511.86, 8 (IN)
- 60" ALLOWABLE MAX.
20LF, 8" SS @S=0.50%
STA. 21+45.87 71T.
RIM;154
IRON LID
RIM=519.4
IE=512.47, 8" (IN)
IE=511.96, 8"(OUT)
0
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15
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RIM=527.26.
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6"x6"xV' WYE WITH A SURFACE
CONTRACTOR TO VERIFY
Nib 7th PLACE
INVERT ELEVATION PRIOR TO
CLEANOLIT WITH CAST IRON RING
CONSTRUCTION, NOTIFY ENGINEER
+ All
OF ANY DISCREPANCIES.
C-4
AS-BUILT #S-3522
a-
0
EX. C.O.
SSMH#2, 54" SHALLOW
RIM=518.85 a 6 L
IE=511.73, 8" K
TA. 33+95 5.0 RT.
STA. 21+66.0, 71T.
SSMH#l, 48'-
RIM=518.82
RIM=519.6
IE=511.76, 8::(OUT)
IE=511.86, 8 (IN)
- 60" ALLOWABLE MAX.
20LF, 8" SS @S=0.50%
STA. 21+45.87 71T.
RIM;154
IRON LID
RIM=519.4
IE=512.47, 8" (IN)
IE=511.96, 8"(OUT)
0
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1:3:5 MIX
CONCRETE
BLOCKING
A. 23+17.11 (NILE AVE
A. 17+41.67 (NE 7th F
21+71.09 (NILE AVE NE
30+00 (NE 7th PLACE)
I STA. 0+00 (NILE AVE N
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STA. 31+54.58, �,�Ln Cb +
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8
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 1-800-424-5555
IE=523.83, 8"(OUT)
IE=523x93j"
(IN)
,INT'X PL/PASCO PLACE NE
17 STA. 0+14.41 (PASCO PLACE NE)'
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AND #6 WIRE WRAPPED AROUND THE STUD AND
6" BUILDING SEWER PIPE
EXTENDED TO THE TOP OF THE STUD.
S44�-orx
_z;rTCF-,B -UT=- Cr
_t_
b+00 U -36-+rjo-
5OLF, 8"SS as=0.501il
BUILDING SEWER
-TEE WITH 6" SIDE OUTLET
Z4TLF, 8S$
fw
M
6"x6"xV' WYE WITH A SURFACE
Nib 7th PLACE
Lu
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CLEANOLIT WITH CAST IRON RING
STA. 30+95.21, 4.7'RT.
<
AND COVER (SEE DETAIL DWG. 403.1)
6" SIDE SEWER AND BUILDING SEWER
a-
0
Lu
SSMH#2, 54" SHALLOW
X
a-
TA. 33+95 5.0 RT.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
RIM=518.82
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
SSMH 4, 48
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
- 60" ALLOWABLE MAX.
IE=512.37, 8"( OUT )
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
RIM;154
STA 3�±36, �,5.0'RT•
PIPE SEWER MAINS ARE TO BE CORE DRILLED
IE=512.47, 8" (IN)
IE= 8 OUT)
�N H 48
15
J
IE=514.18, 8"
RIM=527.26.
RE
I �- 6" SIDE OUTLET TEE
�-SEWER MAIN SEWER MAIN
z
0 6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
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.
In
IN
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I=)
ADOPTED
crry or FAINTON
SrANDAND PLANS
Lffr DATZ:12/96
DWG. NAME: BR39 SP PAGE:B078
111=520.25,
IE=920.42,
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS,
1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (S)
NOTE: INSTALL SIDE SEWERS PER DETAIL
LEFT, PVC PIPE, MINIMUM 2% SLOPE (TYP.)
CONTRACTOR TO VERIFY -- -, \
INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY ENGINEER
OF ANY DISCREPANCIES.
A 5 .5
0+8
6\
vo
0\N FF 0+13 "
6
24.00"S
PER AS-BUILT
2 l
PLACE
STA. 37 +86.5 ( PLACE)
STA. 1+69.45j(F`Atto PLACE, 11
�1541
J=
0
A:.
4,
0+24 6" .7
�525.0 S 162�1.
STA. 3 +14.0 6.4'RT. "'6-
SS H 6, 48
RIM=530.78
IE=522.30, 8(OUT)
IE=522.40, 8 (IN)
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io
FUTURE
0
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IN-'X PASCO PLACE NE./NE 6th STREET
BUILDING SEWER
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a-
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0
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.
- 60" ALLOWABLE MAX.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
RE
I �- 6" SIDE OUTLET TEE
�-SEWER MAIN SEWER MAIN
z
0 6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
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.
In
IN
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I=)
ADOPTED
crry or FAINTON
SrANDAND PLANS
Lffr DATZ:12/96
DWG. NAME: BR39 SP PAGE:B078
111=520.25,
IE=920.42,
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS,
1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (S)
NOTE: INSTALL SIDE SEWERS PER DETAIL
LEFT, PVC PIPE, MINIMUM 2% SLOPE (TYP.)
CONTRACTOR TO VERIFY -- -, \
INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY ENGINEER
OF ANY DISCREPANCIES.
A 5 .5
0+8
6\
vo
0\N FF 0+13 "
6
24.00"S
PER AS-BUILT
2 l
PLACE
STA. 37 +86.5 ( PLACE)
STA. 1+69.45j(F`Atto PLACE, 11
�1541
J=
0
A:.
4,
0+24 6" .7
�525.0 S 162�1.
STA. 3 +14.0 6.4'RT. "'6-
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IE=522.40, 8 (IN)
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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
.......... . .............. . ........... .......... .......... .._......... . ......... _........................ _. ..... ................. .._..__... ............................... .....:_.. ........................... _. ... ........_..__.........-.......... ..... ...._.................... .................... ........... ........-._.._............ .................. ..-..._.._............_...... ...........- ................
...
I Q
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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. .. $SW'PER PLAN S 3522 0
O
_.. .:.525.. ...._. ..... ........._. .. .. ._..... . :.. .. ....._.. . ..... . . . ...... _..... _ ... _.... 525. .. ....510: ....... .. .. ........ .. .. .. ....51.0...
20 F 8 "SS @ S= 50%
285LF.�;g "SS @S =0.50% L , 1:
ATION PRIOR TO
0 INVERT ELEV NOTIFY ENGINEER
STINGS OF ANY UD SICCREPANCIES.
0 0 EXJ
27900D I z
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520 _ : o d ? 520 505. "� o ^ 905.. .
00 "
. Lo ao ao 00 00 tD (D, 6 N O M
m C7 prj Kj O x:00 + �:t co � Di rn 0 I
N rn; DD 0) a n o o CONTRACTOR TO VERIFY N . r- 6,.: r2
I N N + �-O N N INVERT ELEVATION PRIOR TO �'n:� to Lo
_ PASCO PLACE NE M Lo Co' N CONSTRUCTION, NOTIFY ENGINEER EX. SSMH 13 r N �; II II X II 11 w
Q u ii _ II OF ANY DISCREPANCIES. PLAN S- 27900D 03 In a:W w NILE AVENUE NE w o w w o
<n _.
515 ww . .-. . ....... .... Q .� II II. ........ - 51.5.... .........'......._..... _ __........... _. __. _........ _....._....
_._ ....................... ........tnultz.-- ._.- ..._...... I- u1..�w.w..
0 +0o 1+00 2+00 3 +00 � �: - - 4 +00 E -5 .5 21+00 22 +00 m 22+00
1 Z
5- 358102
vertical, •
41 1 41 80
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Dateii
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EX.:GRADE ...
\
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W
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W= __. 520 ............. . .
_ _ __ __
z A S=2.52%
�1 ��� „ss
,.�' 2411F, 8l RIM = 527.26
( =
IE- 520.25 8 u OUT
J ,
CE= 520.42 6 IN 515
_ ........ .....i....................:.... _ ............. i........ ......:...................__ ..........,...... � -)...... ............................._.
ol>
........_._ ............................ ............._................. ..._.....__....- ._...._....
241 LF; 8 "SS 0 S =0.5D% �r
'@S =0.50%
a15" STM
8" SEWER
_ _520.. .
.. -• I J 1 /l. V 1 1 VT. V V V
510 7 CE 510
NE th PLA
SSMH 3, 54 . SHALLOW RIM =522.4t
STA. 21 +66.0 7 LT. STA. 30 F95.21 4.7 RT.: RIM= 518.38 IE= 514.08, 8 "(O1JT)
�$ 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
.......... . .............. . ........... .......... .......... .._......... . ......... _........................ _. ..... ................. .._..__... ............................... .....:_.. ........................... _. ... ........_..__.........-.......... ..... ...._.................... .................... ........... ........-._.._............ .................. ..-..._.._............_...... ...........- ................
...
I Q
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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
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<n _.
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