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RIM= 411,02
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SW 1/4 OF THE NE 1/4 SEC. 10, TWN. 23N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON SYMBOL LEGEND
® HEAT PUMP
„_ \ O FOUND REBAR AND CAP
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®
4 WATER METER
' WIRE FENCE
UTILITY POLE
tEBAR AND CAP
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D4 WATER VALVE
-y 100.00' SBE 2003 "E „p. n\ ID TELEPHONE PEDESTAL
50.02' 30 .03j� 50.02 GUY ANCHOR
1 5 .02' 50.97'
_ \k'.( YARD LIGHT
FIR TREE
• i
MIN. FF= TL 1023059246 MAPLE TREE
473.0 MIN. FF= s F- c
a < 472 0 ALL NSITE TREES
R o - �*''` TO B REMOVED MIN. FF= a FRUIT TREE
HOUSE® 6" PVC SS SERVICE MIN. F"F/- 467.5
FF= 475.69 ®2.0% MIN., TYP. H 471.Cy _ MIN. FF= - ADLER TREE
TO BE REMOVED per`\ - ° (\ S 468.0 y
/ P �+,°"` -�e" m SD STORM DRAIN
BIZ• ° e
EX BUILDINGS %n" `J PN pP� 6
-n TO BE REMOVED
��NCR IG - GE 246 33' P IVATE J M
r DRAINAGE ASEMENT i7_ Z
I SHED i - - - -
0 5 10 20
ARP C RT
1ojPRIVATE SCALE 1" = 20'
SIDEWALK a STORM &
EASEMENT SEWER ~I SIDEWALK
I- STREET
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INV 463.19 (6 "PVC -N)
INV- 460.59 (12 "AD.: E)
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- CONTRACTOR SHALL
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RECOMMENDED
FOR APPROVAL
BY
BY
BY
I.
r".V%
NOTES
1. ALL ONSITE TREES TO BE REMOVED.
2. ALL ONSITE WELLS OR SEPTIC SYSTEMS
SHALL BE ABANDONED PER CITY OF RENTON,
KING COUNTY HEALTH DEPARTMENT &
DEPARTMENT OF ECOLOGY REQUIREMENTS.
3. ALL TRENCH RESTORATION SHALL BE PER
CURRENT CITY OF RENTON TRENCH
RESTORATION AND STREET OVERLAY DETAIL.
4. EXISTING OVERHEAD UTILITY LINES ALONG
HOQUTAM AVENUE N.E SHALL BE
UNDERGROUNDED.
VERIFY PRIOR TO a � SAP
t,�IJNECTION
t
a F
EXPBO°R 11/30/08
Ca" NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
before
Y EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
CHECKED FOR COMPLIANCE D GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
Dig. TO CITY STANDARDS REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
DATE / z 1- 800 -424 -5555 NOT SHOWNLL BEFOREEYOUODIG: 1 800- 424- 5555ER LOCATION.
DATE Z AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA)
UTILITY LINES. ITS COSTLY
DATE
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24 "X 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN 1
6" ON 6" Y BRANCH
SW 1/4 OF THE NE 1/4 SEC. 10, TWN. 23N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
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
0*', ADOPTED
.� OF RENTON
STANDARD PLANS
ISf DATE: 12/96
DWG. NAME: BR08 SP PAGE: B081
PROPERTY LINE
MORTAR
FILLET
MANHOLE FRAME AND COVER
N.T.S. 1/2" OVERLAY UPER KING
COUTYN STANDARDS
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1. STEPS TO BE 3/4" 4 DEFORMED BAR GALVANIZED SAFETY
CONE
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
FUTURE
3. CASTING TO BE PER DRAWING BR29.
TS
RUBBER GASKETED JOIN TS
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH C -443
CONCRETE.
BUILDING SEWER
5. ALL JOINTS SHALL BE GROUTED.
STEPS — 3/4" DEFORMED BAR
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
WASSER MC— CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
RECOMMENDED
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
6" SIDE SEWER AND BUILDING SEWER
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
MAX. PIPE SIZE — 21" I.D.
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
LADDER —STD. ALUMINUM
Of
a_
OR GALVANIZED STEEL
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
CONCRETE SHELF
DATE
PRECAST BASE SECTION
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
OR CAST IN SHELF.
AVOID CUTTING UNDERGROUND
UTIUTY UNES. IT'S COSTLY
6" MIN.
i---I MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
1:3:5 MIX ap \l \�N)NG
OOCKING OG
BL
�
GONGFL 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
} SEWER MAIN SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN TO PROPERTY LINE)
NOTE: U*tj� ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY CITY OF RENTON
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD PLANS
LST DATE: 12/96
10/17/96 Edited note. FRJPP�j DATE REVISION DWG. NAME: BR39 SP PAGE: 13078
SANITARY MANHOLE TYPICAL DETAIL
(Y p ADOPTED
CITY OF RENTON
STANDARD PLANS
LSf DATE: 12/96
DWG. NAME: BR28 SP PAGE: B071
�.f t' 1' 1'
IMIN MINI MIN IMIN MINI
I I
N.T.S. 1/2" OVERLAY UPER KING
COUTYN STANDARDS
6' -0"
o
.
FACE OF CURB OR ........... .............................. ..
_
FUTURE
6" BUILDING SEWER PIPE
1
PE
2" CLASS 'B' �ACP CLASS 'E' OR 'B'� p uWA9
6" URFACINGDTOP COURSE
CENTER LINE OR
LANE LINE CRU HED ROCK,
FLOWABLE FILL ,eq
OR
AS REQUIRED BY ENGINEER 17STis'
L
BUILDING SEWER
6.5' MIN.
z
\-2"x 4" STUD SERVICE MARKER PAINT UPPER
TYPICAL PATCH FOR .FLEXIBLE
-TEE WITH 6" SIDE OUTLET
-I
PAVEMENT WHEN PERPENDICULAR TO
PORTION WHITE ANS STENCIL ON SIDE
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
r
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
RECOMMENDED
[If
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER
a-
O
BY
EXTENDED TO THE TOP OF THE STUD.
Of
a_
LWTE
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
BY
DATE
C a"
before you
d2fAva 45
® �� D�9�
a G 55,55
1- 800- 4,Z4- JrJ«JJ
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
AVOID CUTTING UNDERGROUND
UTIUTY UNES. IT'S COSTLY
UNDERGROUND SERVICE (USA)
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
eo:5- 3s5sov � scnN�p ,r� 222am
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND U1
60" ALLOWABLE MAX.
PIPE SEWER MAINS ARE TO BE CORE DRILLED
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX ap \l \�N)NG
OOCKING OG
BL
�
GONGFL 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
} SEWER MAIN SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN TO PROPERTY LINE)
NOTE: U*tj� ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY CITY OF RENTON
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD PLANS
LST DATE: 12/96
10/17/96 Edited note. FRJPP�j DATE REVISION DWG. NAME: BR39 SP PAGE: 13078
SANITARY MANHOLE TYPICAL DETAIL
(Y p ADOPTED
CITY OF RENTON
STANDARD PLANS
LSf DATE: 12/96
DWG. NAME: BR28 SP PAGE: B071
�.f t' 1' 1'
IMIN MINI MIN IMIN MINI
I I
N.T.S. 1/2" OVERLAY UPER KING
COUTYN STANDARDS
6.5' MIN.
�Mt' 1' 2.5' —I t' 1'
IN(MINI MIN MINIMIN
2" CLASS '8'—/ .... .... ....
.
FACE OF CURB OR ........... .............................. ..
_
EDGE OF PAVEMENT
XIN
`2" TO 6"
CLASS 'E
OR
CLASS 'B'
PE
2" CLASS 'B' �ACP CLASS 'E' OR 'B'� p uWA9
6" URFACINGDTOP COURSE
CENTER LINE OR
LANE LINE CRU HED ROCK,
FLOWABLE FILL ,eq
OR
AS REQUIRED BY ENGINEER 17STis'
L
TONAL
Evnm 11/30/06
6.5' MIN.
OF
GRIND OR2SAWCUTi AND REMOVE
TYPICAL PATCH FOR .FLEXIBLE
PAVEMENT WHEN PERPENDICULAR TO
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
ROADWAY CENTERLINE
RECOMMENDED
CHECKED FOR COMPLIANCE
FOR APPROVAL
TO CITY STANDARDS
BY
DME
LWTE
BY
DATE
C a"
before you
d2fAva 45
® �� D�9�
a G 55,55
1- 800- 4,Z4- JrJ«JJ
MOTE:
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 UNDER -
GROUND UTILITIES PRIOR TO COMMENCING EXISTING 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 -.,00- 424 -5555
AVOID CUTTING UNDERGROUND
UTIUTY UNES. IT'S COSTLY
UNDERGROUND SERVICE (USA)
eo:5- 3s5sov � scnN�p ,r� 222am
M.
N tD
'
W 1/4 OF THE NE
/ V!V . 7
0
CITY OF RENTON WASHINGTON
0
COVER 6 BELOW STREET GRADE
6 PLUG
—
MANHOLE FRAME AND COVER
6 BR29
E DRAWING
SE 'NOTES.
.,
25 DEFORMED BAR "GALVANIZED SAFETY
» ADJUSTMENT (4 MIN.} 1. STEPS TO BE ,3/4
12 MAX. ::::<•;
STEPS 'OR EQUAL.
•
6 ON 6 Y BRANCH CONE
. Z. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS �
2
�
1 »
ARE INSTALLED.
E...I NOTE: IN BR29.
WRITTEN � RUBBER GASKETED JOINTS
3. CASTING TO BE PER DRAWING
D0 NOT USE WITHOUT R
4. MANHOLE SECTIONS TO BE OF REINFORCED - PRECAST
OF THE WASTEWATER
APPROVAL ACCORDANCE WITH ASTM C -443
Q IN ACCO CONCRETE.
UTILITY. 4 » MIN.
5. ALL JOINTS SHALL BE GROUTED.
_ SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
U' UJI STEPS 3/4 DEFORMED BAR 6. S
COATED SEALED
D STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, C ( )
WITH A HIGH SOLIDS URETHANE COATING;
6 1 /2 _- PPROVED EQUAL;
. CONCRETE RISER. BY PIPE INC., WASSER MC CONSEAL OR A ,
H
W COLOR OF COATING SHALL BE WHITE.
7 MIN. • • OR APPROVED EQUAL. _
S' NOTE. �� —48
» 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
Cy LJI TO RAISE TO GRADE USE
STANDARD 6 SEWER PIPE WITH ASTM C -443.
co 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
0
9. CONNECTIONS T MANHOLE SHALL BE MADE USING GPK
i
24"x 24 LONG 6 „ 1 8 BEND 12” {TYP) COMM. CLS. CONCRETE MAX. PIPE SIZE – 21 » I.D.
.. - ADAPTOR, KOR –N -SEAL BOOTS OR APPROVED EQUAL.
BLOCK POURED AROUND /
•.•�• � LADDER –.STD: ALUMINUM
CONNECTION TO MAIN
' . OR GALVANIZED STEEL
MORTAR
:.. CONCRETE SHELF
a . • FILLET
D^
PRECAST BASE SECTION
::.. OR CAST IN SHELF.
STANDARD 6 X MAIN SIZE TEE
a•
-- _ xW ;...�. 6„ MIN.
... , . .
. -. .i -
OZia
6 MIN. (TYP)
w - . SEWER MAIN
L x� 45 �– SIDE SEWER RISER CONNECTION
a� .. -., ..:• , ..
SANITARY MANHOLE TYPICAL DETAIL
:• . ' .. TO SEWER MAIN
SANITARY MANHOLE TYPICAL DETAIL
. '(Y p ADOPTED
U, .. Y p ADOPTED SCALE CITY of RENTON
U T . „»v OF RENTON NOT T O
a ® R "�" c ♦ ♦ - STANDARD PLANS
P, a
STANDARD PLANS �
F.N O LST DATE: 12/96
a,mc F N (O LST DATE: 12/96 10/17/96 EDITED _TEXT DCV AG
E.m 3/8/95 ADDED NOTE, EDIT TEXT DCV AG
w'w " "
+� P41- 12 96 Edited text. Reformat to 11 x17. DCV AG
H � / SP PAGE: B081 DATE REVISION BY APFR D DWV• NAME:.BR28 SP PAGE: "B071
• DWG. NAME. BR08
DATE REVISION BY APPR 0
O
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PROPERTY LINE
x � _
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a
62-011
O FUTURE N.T.S. 1 1/2" FULL —WIDTH
o I 1 1 2.5 1 1 OVERLAY PER KING
�
6 , BUILDING SEWER PIPE a BUILDING SEWER MIN Mine MIN MIN MIN
COUTYN STANDARDS
llu
r
O
wado: o$ z_� 2"x 4 STUD SERVICE MARKER PAINT UPPER
n ag< TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ;ON SIDE
- WORDING "SEWER" WITH 3" ; ,UGH BLACK LETTERS.
W AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o EXTENDED TO THE TOP OF THE STUD.
ry
°- UNLESS OTH _RWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
Of o cr WHEN CONNECTIN(, NEW SID°C SEWERS TO EXISTING MAIN.
o � o
~ Z
G 3 U
ALLOWABLE -MAX. VITRIFIED .CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C;1
60 L PIPE_ SEWER MAINS ARE TO BE CORE DRILLED
a FOR CAST IRON PIPE
Q OR DUCTILE IRON `PIPE.
o W 1: 3:5 MIX
o N CONCRETE
BLOCKING
a W W m GoN 2% MIN `SLOPE
w>
HORIZONTAL
6" SIDE OUTLET _TEE
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I THE
*NWAII.ADOPTED
G CITY OF RENTON
P
STANDARD PLANS
�� LST DATE: 12/96
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SEWER MAIN
MAIN
SEWER
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6" MIN.
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UNLESS 'OTHERWISE SHOWS ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
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L
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,TH
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I THE
*NWAII.ADOPTED
G CITY OF RENTON
P
STANDARD PLANS
�� LST DATE: 12/96
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DATE
Edited note.
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