HomeMy WebLinkAboutzS-3548SetLU
0
O
J
I -L.
z
O
N
z
W
Z W
W LLJ
O W
x U7
o-
L�
U7
D_
W
L
m
W
J
c
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
S 88 °1701 "E ]00.1' SOU'F,y LINE OF N 112 NE 114 NE 114, BE 114 SEC. 4, TWO. 23N., RGE. 5 E
I
3 PARALLEL 6' PVC SIDE SEWERS
s
82 l
n 434.83
6]
i.
SEPARATION BETWEEN PIPES.
IF
m
r
T
)
SEWER MAIN
O�V
43334
-- - - - - --
n
Q�
ASPHALT PAVING
SURVEYLEGEND:
Z y
.1
POWER POLE W /UNDERGROUND
O �
a
"
U) .
0
POWER POLE W1 TRANSFORMER
w A
AND LIGHT
b
-d-
POWER POLE W/ TRANSFORMER
O
SANITARY SEWER MANHOLE
m
CATCH BASIN
O SD
STORM DRAIN CLEANOUT
(
CULVERT
R
FIRE HYDRANT
IB
.433.28
6
611434.00
WATERVALVE
GRAPHIC SCALE
-
ROCKERY
sx
SIGN
2L0�I0�10 20
POST
43359 _.:
Rk
+
SET BENCHMARK
D
SET HUB AND TACK
®
FOUND MONUMENT IN CASE
\ bd 434,40
I
SET REBAR AND CAP "AXIS 3BOI I"
p�
O� 1" = 20'
O
FOUND REBAR AND CAP AS NOTED
A3�ss
FEE
FINISHED FLOOR ELEVATION
SHED WA
GATE
m
2
SEWER SERVICE
y�
sne 434' \
1
DITCH LINE
m
SS
SANITARY SEWER LINE
—SD
—SD—
STORM DRAIN LINE
P
P
POWER LINE
— UP -UT
O.H. POWER AND TELECOMM.
W
W
44
3.23
—G—
GAS LINE
— X— J(-------
X— K— X—C+LE
CHAIN LINK FENCE LINE
O
B
WOOD FENCE LINE
---
- -- ---
bd
---------
- - - - --
SAWCUT LINE
S 7J 43
;i
CONCRETE PAVING
ASPHALT PAVING
t
BUILDINGS
1355 B>
8433
4
•�::.
P
433.45
N88 °17'01 "W 1001 ''l, its e0
iltl
s
ILI
dw
14a
991
Do o
��
o
Q /yy
ssc0 (TYP)
...
I
3 PARALLEL 6' PVC SIDE SEWERS
(k
AT 1.00°0 (MIN.). PROVIDE V
i.
SEPARATION BETWEEN PIPES.
IF
m
r
T
)
N STORM) t (STORM) SEWER)OAM/ CKING PIPES PER WqDARDS
2O` P
INS ALL 10-67 N 26 ,,9
HYDRANT TO FIRE 16
HYDRANT TO WITHIN
300' OF FARTHEST 9° i
LOT PER CITY OF 'I
RENTON STANDARDS
PER ATTACHED 1
DETAIL . ..
JOHN THE SEWER GUYS MEASURMENTS
SSCO (TYP.) REQUIRED
EVERY 100'
REVISION
�zn
SEWER SERVICE
w
SANITARY SEWER MANHOLE
SEWER MAIN
SEWER SERVICE
-- - - - - --
n
ASPHALT PAVING
SURVEYLEGEND:
.1
POWER POLE W /UNDERGROUND
j
a
"
-Q-
POWER POLE W1 TRANSFORMER
REVISION
0
Amommm
CONTACT LIST:
OWNERIDEVELOPER: DOUG LEADBETTER
1919 SHELTON AVE NE
RENTON, WASHINGTON 98056
(425) 306 -4140
ENGINEER: KEITH A. LITCHFIELD, PE
LITCHFIELD ENGINEERING
12840 81ST AVE NE
KIRKLAND, WASHINGTON 98033
(425) 821 -5038
SURVEYOR: BUILDERS CONSULTING & SURVEYING
43108 BE 134TH CT.
NORTH BEND, WA 98045
(425) 831 -7555
CONTACT: WILLIAM J. SHIPLEY, PLS
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
ID,MT,ND,OR,WA
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY HOT BE
ACCURATE ORALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBIUTYTO
FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING
WITH CONSTRUCTION.
SURVEY NOTE:
EXISTING SURVEY FEATURES. BOUNDARY AND TOPOGRAPHIC DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS. WHILE THIS WFORMATION IS
BELIEVED TO BE RELIABLE, LITCHFIELD ENGINEERING CANNOT ENSURE THE
ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR MY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE ORAWMOS AS A RESULT.
4a
1" ='20'
I ONE xpl :.I
R FULL SCNE
IF NOF ME NCH
s KCNINNXY
Y wMU New I
YpB Au Rw 1=0 1"I
I(! )
DATUM
CITY OF
RENTON
inning /Building /Public Works Dept.
9 WAY
NE 27TH ST N.
NE 25TH PL
2 �.. N 21STST
Qm NE 18TH
0
SITE W -
°w y
N
NE 12TH Si W
R
NEPA�D
w O
Z
W �
O
VICINITY MAP
(NOT TO SCALE)
TABLE OF CONTENTS:
1 COVER SHEET
2 SANITARY SEWER EXTENSION PL/IN & PROFILE, FIRE
HYDRANT, & CONSTRUCTION DETAILS
3 NOTES & DETAILS
LEGAL DESCRIPTION:
THE NORTH 224 FEET OF THE WEST 100 FEET OF THE SOUTH HALF OF
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION A TOWNSHIP23 NORTH, RANGE 5
EAST, WILLAMETE MERIDIAN, INKING COUNTY, WASHINGTON,'
EXCEPT THE SOUTH 90 FEET THEREOF.
BASIS OF BEARING:
MONUMENTS FOUND IN THE CENTERLINE OF NE 19th STREET.
CITY OF RENTON SHORT PLATEY CRAMER NORTHWEST INC. VOL, 193,
PG. 147
REFERENCES:
REF. 1 CITY OF RENTON SHORT PLAT BYKENNETH J. OLYER, VOL.
111, PG. 209
REF CITY OF RENTON BOUNDARYL INEADJUSTMENT VOL.
110, PG. 179
BENCHMARK AND DATUM:
DATUM NGVD29 IS FOR FLOOD CONTROL
DATUM NAV088 IS FOR NON FLOOD CONTROL
KING COUNTY SURVEY CONTROL DATABASE POIN7ID NO. 6230, POINT
NAME DESIGNATION RENT716. CONCRETE MONUMENT IN THE
INTERSECTION OFNE 191h ST. AND UNION AVE.
ELEVATION 43728 NAVD 88
SURVEY NOTES:
THIS IS A TOPOGRAPHIC SURVEY Oft Y NO PROPERTY CORNERS
HAVE BEEN SET AND LINES SHOWN FOR PROPERTYARE FOR
GRAPHIC PURPOSE ONLY A BOUNDARYSURVEYMUST BE DONE TO
CONSIDER THESE LINES ACCURATE FOR LEGAL PURPOSE.
=I
RECOMMENDED FOR APPROVAL
LITO
BY rDATE:
W q BY
a GII br/ DArE: 24 to
BY DATE:
BY DATE:
STAMP NOT VALID
UNLESS SIGNED AND DATED
1/2010
LLEMBETIER SFR SEWER DMINSION P/EE
COVER SHEET
1
V
PROPOSEDLEGEND:
SEWER SERVICE
®
SANITARY SEWER MANHOLE
SEWER MAIN
SEWER SERVICE
-- - - - - --
SAWCUT LINE
ASPHALT PAVING
SURVEYLEGEND:
-4!5L
POWER POLE W /UNDERGROUND
CONDUIT AND TRANSFORMER
-Q-
POWER POLE W1 TRANSFORMER
AND LIGHT
-d-
POWER POLE W/ TRANSFORMER
O
SANITARY SEWER MANHOLE
❑
CATCH BASIN
O SD
STORM DRAIN CLEANOUT
(
CULVERT
R
FIRE HYDRANT
IB
WATER METER
WATERVALVE
_A
�
ROCKERY
b
SIGN
POST
+
SET BENCHMARK
Y(
SET HUB AND TACK
®
FOUND MONUMENT IN CASE
SET REBAR AND CAP "AXIS 3BOI I"
O
FOUND REBAR AND CAP AS NOTED
FEE
FINISHED FLOOR ELEVATION
GT
GATE
4
SEWER SERVICE
- - -D
DITCH LINE
SS
SS
SANITARY SEWER LINE
—SD
—SD—
STORM DRAIN LINE
P
P
POWER LINE
— UP -UT
O.H. POWER AND TELECOMM.
W
W
WATERLINE
_G
—G—
GAS LINE
— X— J(-------
X— K— X—C+LE
CHAIN LINK FENCE LINE
O
0 WIDE
WOOD FENCE LINE
---
- -- ---
SEWER FORCE MAIN
---------
- - - - --
SAWCUT LINE
CONCRETE PAVING
ASPHALT PAVING
BUILDINGS
GRAVEL SURFACE
0
Amommm
CONTACT LIST:
OWNERIDEVELOPER: DOUG LEADBETTER
1919 SHELTON AVE NE
RENTON, WASHINGTON 98056
(425) 306 -4140
ENGINEER: KEITH A. LITCHFIELD, PE
LITCHFIELD ENGINEERING
12840 81ST AVE NE
KIRKLAND, WASHINGTON 98033
(425) 821 -5038
SURVEYOR: BUILDERS CONSULTING & SURVEYING
43108 BE 134TH CT.
NORTH BEND, WA 98045
(425) 831 -7555
CONTACT: WILLIAM J. SHIPLEY, PLS
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
ID,MT,ND,OR,WA
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY HOT BE
ACCURATE ORALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBIUTYTO
FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING
WITH CONSTRUCTION.
SURVEY NOTE:
EXISTING SURVEY FEATURES. BOUNDARY AND TOPOGRAPHIC DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS. WHILE THIS WFORMATION IS
BELIEVED TO BE RELIABLE, LITCHFIELD ENGINEERING CANNOT ENSURE THE
ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR MY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE ORAWMOS AS A RESULT.
4a
1" ='20'
I ONE xpl :.I
R FULL SCNE
IF NOF ME NCH
s KCNINNXY
Y wMU New I
YpB Au Rw 1=0 1"I
I(! )
DATUM
CITY OF
RENTON
inning /Building /Public Works Dept.
9 WAY
NE 27TH ST N.
NE 25TH PL
2 �.. N 21STST
Qm NE 18TH
0
SITE W -
°w y
N
NE 12TH Si W
R
NEPA�D
w O
Z
W �
O
VICINITY MAP
(NOT TO SCALE)
TABLE OF CONTENTS:
1 COVER SHEET
2 SANITARY SEWER EXTENSION PL/IN & PROFILE, FIRE
HYDRANT, & CONSTRUCTION DETAILS
3 NOTES & DETAILS
LEGAL DESCRIPTION:
THE NORTH 224 FEET OF THE WEST 100 FEET OF THE SOUTH HALF OF
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION A TOWNSHIP23 NORTH, RANGE 5
EAST, WILLAMETE MERIDIAN, INKING COUNTY, WASHINGTON,'
EXCEPT THE SOUTH 90 FEET THEREOF.
BASIS OF BEARING:
MONUMENTS FOUND IN THE CENTERLINE OF NE 19th STREET.
CITY OF RENTON SHORT PLATEY CRAMER NORTHWEST INC. VOL, 193,
PG. 147
REFERENCES:
REF. 1 CITY OF RENTON SHORT PLAT BYKENNETH J. OLYER, VOL.
111, PG. 209
REF CITY OF RENTON BOUNDARYL INEADJUSTMENT VOL.
110, PG. 179
BENCHMARK AND DATUM:
DATUM NGVD29 IS FOR FLOOD CONTROL
DATUM NAV088 IS FOR NON FLOOD CONTROL
KING COUNTY SURVEY CONTROL DATABASE POIN7ID NO. 6230, POINT
NAME DESIGNATION RENT716. CONCRETE MONUMENT IN THE
INTERSECTION OFNE 191h ST. AND UNION AVE.
ELEVATION 43728 NAVD 88
SURVEY NOTES:
THIS IS A TOPOGRAPHIC SURVEY Oft Y NO PROPERTY CORNERS
HAVE BEEN SET AND LINES SHOWN FOR PROPERTYARE FOR
GRAPHIC PURPOSE ONLY A BOUNDARYSURVEYMUST BE DONE TO
CONSIDER THESE LINES ACCURATE FOR LEGAL PURPOSE.
=I
RECOMMENDED FOR APPROVAL
LITO
BY rDATE:
W q BY
a GII br/ DArE: 24 to
BY DATE:
BY DATE:
STAMP NOT VALID
UNLESS SIGNED AND DATED
1/2010
LLEMBETIER SFR SEWER DMINSION P/EE
COVER SHEET
1
V
W
0
O
W
J_
LL
CD
O_
Ul
Z
W
HIT
Z W
U W
W
O W
a �
W
(n
W
W
m
W
J
u
v
R
0
W
uJ
Z
W
Z
Z
W
O
Z
J
W
GRAPHIC SCALE
20 0 10 20
11111111 6mmi
I" = 20'
WOOD
hN�4
-a \
tr, r
TRAILER
N 01 °03'12" E 134.0'
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
I~_ I I I
i
I U:
e= 1 Ln
x5't
94 '
Et
O/'
WA TER VAL GE(TY,P
pG yTS
Q�
PULL VOX,,,,
NOTE TO CONTRACTOR:
ALL DISTURBANCE TO PRIVATE OR PUBLIC PROPERTY
ASA RESL TOF THEPRO✓ECT SHALL BE RESTORED
TO PRE - EXISTING CONDITION OR BETTER TO THE 8"WATER
SATISFACTION OF THE CITYINSPECTOR OR PRIVATE WTR 27889 -
PROPERTY OWNER AS APPL ICABL E
STORKA DRAI N TYPES fl
CONTRACTOR SHALL POTHOLE AND VERIFY HIM 4,VA
DEPTH PRIOR TO CONSTRUCTION NOTIFY IE 4248
ENGINEERAND CITY IF CONDITIONS VARY -
THAN WHAT IS EXPECTED OR ANT ICIPATED,
3 PARALLEL 6" POD SIDE SEWER CLEANOUTS,
SEWERS AT 1.00 %(M /N.). „ TYP. AT 100'MAX VIA. TF. E,'F.}+".,.°
OVERHEAD POWF-RL ?NE\ PROVIDE 1' SEPARATION 213'- 6 PVC SPACING. ^v\
\ BETWEEN PIPES. 211 - 6'PVC u
'1''B''uPe�"V FAfE \ 138 -6 "PVC
(PRIVATE) BRICK
BRICK
- - �, IU _ � ., - ,., - 4,A 1_ - _� - .. _ ,,, - .. -
I
)
Yb gym" � Y4 Y 1 I°
a
IN +sin
i
r e:
3
i \
ti
6' SIDE SEWER (9 2 %MIN, RAILROAD TIE (TYP.)
3 / r PER DETAIL, SHEET 4. "P.)
CRUSHED TRENCH WITH 6.6 INCHES
OF
x O OF CRUSHED HED SURFACING MATERIAL 1E=42501 (STORM)
^o (MIN /MUM). ROAD SURFACING TOP=4262 ±(STORM)
HMA/GRAVEL SECTION TO MATCH 1E= 426.55 (SEWER)
3 THICKNESS OF THE EXISTING WITH THE
MINIUMACCEPTABLE HMA =2.00 INCHES.
p STA 10 -6726
W
1- FIRE
TEE(Md TASSEMBLI
7 -8 X6 TEE (MJX ELI
Z TALL NS
I V
_. NSTALL FIRE HYDRANT PER
�MARKER MARKER �MARKER
r
I 1
TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE NSTALLE)
DOTS OR PAINTED LINE) ON THAT MAIN STREET
MARKER
MARKER
i
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE V,HICH MARKER TO INDICATE VMICH
SIDE OF STREET HYDRANT E SIDE OF STREET HYDRANT IS
ON (4" FROM DOM OR ON (4 FROM DOTS OR
PAINTED LANE DIODES) PAINTED LANE EMDEN)
HYDRANT MARKERS
RAISED PAVMENT MARKER TYPE 88 AS
STIMSONITE TWO -WAY (BLUE)
HYDRANT MARKETS
ADOPTED
CIM Al 10iNN
9lM'1. 1 .N9
(� LET Dku: w/D4'
DWG. NAME: 8103 SP
SUPT CER.M01
JONT WIT 1NMi
SIDE SEWER TO EXISTING LOT TO
EXTEND FROM NEW MANHOLE TO
FIRE
13+
1
IB- 70 20- BACK OF
DATE B
B GALE VALVE (PL % NJ) AWNA FSC9. RE9LIENi SEAT
hN�4
-a \
tr, r
TRAILER
N 01 °03'12" E 134.0'
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
I~_ I I I
i
I U:
e= 1 Ln
x5't
94 '
Et
O/'
WA TER VAL GE(TY,P
pG yTS
Q�
PULL VOX,,,,
NOTE TO CONTRACTOR:
ALL DISTURBANCE TO PRIVATE OR PUBLIC PROPERTY
ASA RESL TOF THEPRO✓ECT SHALL BE RESTORED
TO PRE - EXISTING CONDITION OR BETTER TO THE 8"WATER
SATISFACTION OF THE CITYINSPECTOR OR PRIVATE WTR 27889 -
PROPERTY OWNER AS APPL ICABL E
STORKA DRAI N TYPES fl
CONTRACTOR SHALL POTHOLE AND VERIFY HIM 4,VA
DEPTH PRIOR TO CONSTRUCTION NOTIFY IE 4248
ENGINEERAND CITY IF CONDITIONS VARY -
THAN WHAT IS EXPECTED OR ANT ICIPATED,
3 PARALLEL 6" POD SIDE SEWER CLEANOUTS,
SEWERS AT 1.00 %(M /N.). „ TYP. AT 100'MAX VIA. TF. E,'F.}+".,.°
OVERHEAD POWF-RL ?NE\ PROVIDE 1' SEPARATION 213'- 6 PVC SPACING. ^v\
\ BETWEEN PIPES. 211 - 6'PVC u
'1''B''uPe�"V FAfE \ 138 -6 "PVC
(PRIVATE) BRICK
BRICK
- - �, IU _ � ., - ,., - 4,A 1_ - _� - .. _ ,,, - .. -
I
)
Yb gym" � Y4 Y 1 I°
a
IN +sin
i
r e:
3
i \
ti
6' SIDE SEWER (9 2 %MIN, RAILROAD TIE (TYP.)
3 / r PER DETAIL, SHEET 4. "P.)
CRUSHED TRENCH WITH 6.6 INCHES
OF
x O OF CRUSHED HED SURFACING MATERIAL 1E=42501 (STORM)
^o (MIN /MUM). ROAD SURFACING TOP=4262 ±(STORM)
HMA/GRAVEL SECTION TO MATCH 1E= 426.55 (SEWER)
3 THICKNESS OF THE EXISTING WITH THE
MINIUMACCEPTABLE HMA =2.00 INCHES.
p STA 10 -6726
W
1- FIRE
TEE(Md TASSEMBLI
7 -8 X6 TEE (MJX ELI
Z TALL NS
I V
_. NSTALL FIRE HYDRANT PER
�MARKER MARKER �MARKER
r
I 1
TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE NSTALLE)
DOTS OR PAINTED LINE) ON THAT MAIN STREET
MARKER
MARKER
i
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE V,HICH MARKER TO INDICATE VMICH
SIDE OF STREET HYDRANT E SIDE OF STREET HYDRANT IS
ON (4" FROM DOM OR ON (4 FROM DOTS OR
PAINTED LANE DIODES) PAINTED LANE EMDEN)
HYDRANT MARKERS
RAISED PAVMENT MARKER TYPE 88 AS
STIMSONITE TWO -WAY (BLUE)
HYDRANT MARKETS
ADOPTED
CIM Al 10iNN
9lM'1. 1 .N9
(� LET Dku: w/D4'
DWG. NAME: 8103 SP
SUPT CER.M01
JONT WIT 1NMi
SIDE SEWER TO EXISTING LOT TO
EXTEND FROM NEW MANHOLE TO
FIRE
CUT
HYDRANT LOCATION IN CUT OR FILL
NO. y REVISION
� 111
WE MAN FOLK �
1 FILL
FIRE HYDRANT ASSEMBLY DETAIL
ESANAR ADOPTED
CT' OP ...
� od PLANE
/09
DWG. NAME: B102 SP PAGE: 8102
BY I DATE I APPR
2,rvIPPSEc
YM LOW PAINT
I„ I
'W4
8WC �
IWA
I
LINE VOW 6' RANGE SIDE W ➢£T.
IB- 70 20- BACK OF
DATE B
B GALE VALVE (PL % NJ) AWNA FSC9. RE9LIENi SEAT
DATE. 27 e'
DATE:
CURB OR IY BEHIND BACK OF
HVN
2-3/C COR- T.T'SIMS. ME RODS. SEE SID DETAIL FOR ME RODS.
THAT 1.
90EWAlK WAi IS POJACENi i0
LN
/2 YARD WASHED DRAIN SURN UYTO 3/8-) MIN,
RB
POLMETIMI ENE FILM AROUND TOP AND ROES OF
IRON YALYE BOX N1W LUG COYH.
(RAKL.
FIRE
C APIECE _
V M
EOVAL N OLYMPIC FOUNDRY CO. STANDARD B' TOP SHOT CN
/EL ALL BRBVND
S
4.075" 5" $TOR2 REGULAR SECME LENOTX 70 FlT. VALVE
//////-- ----LEVEL ALL GROUND
3' rzpp1U5
x
EXTENDER
E %1ENSN]N A$ PEWIREO (SEE OWO BR96 / PAGE BOOOj.
REWIRED 0).
TRENCHLINE
SURFACING HMA/GRAVEL SECTION TOMATCH
0
THICKNESS OF THE EXISTING WITH THE MINIUM
MA%!!-I
ACCEPTABLEHM4= 2.00 INCHES. C17YRIGHT -OF -WAY
MM 2.1
RAISED PAVEMENT MARKER TYPE BE
ISDNQE
- 'J
Ip
1f= 426.38
A$ MU -Y/AY BLUE.
1:
-
42' MIN
i- CONCRETE BLOCKING
CUT
HYDRANT LOCATION IN CUT OR FILL
NO. y REVISION
� 111
WE MAN FOLK �
1 FILL
FIRE HYDRANT ASSEMBLY DETAIL
ESANAR ADOPTED
CT' OP ...
� od PLANE
/09
DWG. NAME: B102 SP PAGE: 8102
BY I DATE I APPR
2,rvIPPSEc
YM LOW PAINT
I„ I
'W4
8WC �
IWA
I
LINE VOW 6' RANGE SIDE W ➢£T.
TY
DATE B
B GALE VALVE (PL % NJ) AWNA FSC9. RE9LIENi SEAT
DATE. 27 e'
DATE:
G" OVOTIIE IRON PIPE. CUSS 52 CEMENT UNED, LENGTH TO FIT
HVN
2-3/C COR- T.T'SIMS. ME RODS. SEE SID DETAIL FOR ME RODS.
-1
/2 YARD WASHED DRAIN SURN UYTO 3/8-) MIN,
1' ABOVE B00i RANGE. 110E B AL
POLMETIMI ENE FILM AROUND TOP AND ROES OF
(RAKL.
FIRE
HYDRANT ASSEMBLY
/EL ALL BRBVND
S
ON 3' RADIUS
//////-- ----LEVEL ALL GROUND
3' rzpp1U5
I PIPE- x 5'
/ Si0R3
TRENCHLINE
SURFACING HMA/GRAVEL SECTION TOMATCH
�M%
CUT
HYDRANT LOCATION IN CUT OR FILL
NO. y REVISION
� 111
WE MAN FOLK �
1 FILL
FIRE HYDRANT ASSEMBLY DETAIL
ESANAR ADOPTED
CT' OP ...
� od PLANE
/09
DWG. NAME: B102 SP PAGE: 8102
BY I DATE I APPR
2,rvIPPSEc
YM LOW PAINT
I„ I
'W4
8WC �
IWA
I
ii°
12 Y"
14'
CAST IRON RING AND COVER
2'
45'(1/6) BEND -�
v�
B' S
p2
<G
�P
KO
tii)� I
OJ
.P�
6D]ES
I. T CIGNOU4 SNALL BE EASE ICAMN IRON MRM INC
Ho. Moo OR "C"A" MEAN OUT SNALL BE A WATER MONT ASSEMBLY
2. IN UNIN%tOKO AREAS. POUR A 1 -0' THICK, 2' -0' SWARD
CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER.
C IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT AND AND
DR. AS SFOUIRED BY STANDARD DETAIL .... SAN&
CLASS
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
8 OR 6 INCH CLEANOUT
ADOPTED
CMP' ar RPAION
ISI DA10: 0.l /2DP5
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNAREAPPROXI MATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TOANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKSOEPARTMENTSHALL TAKE PRECEDENCE
OVERALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILTDRAWING OF THE SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH ALOOSE AVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
1 TRAVELED ROADWAY SHALL BE
10. OPEN CUT H ROAD
CRUSHED ROCS FOR UTILITY MECHANICALLY COMPA EXISTING RA
SHALL LL NEATLI CRUSHED A ANA CONTINUOUS N OUS L NE. ATEMPO CUTS IXPAT H M STING ASPHALT
SHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUSTBE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCHSHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS'..
IT- DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID DNA PROPERLYPREPARED FOUNDATION IN
F WASHINGTON TANDARD SPECIFICATIONS FOR
ACCORDANCE WITH SECTION 7 Of
THEC SHALL S
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECE93ARYLEVELING OF THE TRENCH BOTTOM OR
THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENITAND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLYDENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL INCHES ABOVEAND BELOW
THE PIPE.
14. SANITARYSEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35,
OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
444 f 444
m1g]
MS]
436 - 436
8 "IE=-24 49
432 I - - r -r 432
428 - i;- Ii 428
424 SEWED? MAIN " -42a
- EX. SSMH
STA. 10+00, 0.0' RT
1n= 5 VERT. (SSMH #1 PROS -413
RIM 432.6
IE= 424.2 (CONFIRM)
11
5 -354
7
REVISION Br PPR DWG. NAME: B075 -1 SP PAGE: B076.1 STAMP NOT VALID
UNLESS SIGNED AND DATED
ILE
oExncAB xAw ,
= 20 NOAQON Rw °° a- CITY OF LEADBEITER SFR S
RENTON cA,,TA� �p
� Drs IKGH � DATUM J/`V,) AR 1 SEWER
ER
AT EU� Planning /Building /Public Works Dept.
ES CIEIHGH FIRE HYDRANT, & COI
BOXES KCOROINIY
C ;5 -a54TO -
KtC}UMMtIVUtU I-UK AF'YKUVAL
RECESSED
DATE.' Z12v /aL
BY '�� ®/�
DATE. 27 e'
DATE:
CONNECT TO EXISTING SSMH PER C.OR, BIDS
i
BY
STA. 10-00 (THIS PROJECT) =STA. 0-04,8'R7. (CO.R.
11 N.C. SOCKET HD
PRO✓ECTNO. S -013)
SCREW 1 Y' LONG
1
`mf
S
TOBENEATLYSAWCUT. ROAD
�• Fie,'.'
�/
PP
TRENCHLINE
SURFACING HMA/GRAVEL SECTION TOMATCH
T, t° L.
THICKNESS OF THE EXISTING WITH THE MINIUM
-�;
ACCEPTABLEHM4= 2.00 INCHES. C17YRIGHT -OF -WAY
INSPECTOR TOAPPROVEPRIOR TO PLACEMENT OF
- 'J
Ip
1f= 426.38
HMA.
1:
FIBER JOINT
"12 "SOCom' _FEPfFE
NOTE.'APPLICANT TO COMPLY WITH CITY OF
.1 IS
RENTONTRENCHRESTORATION &STREET
14'
STORM ORM DRAIN MANi1OLE
OVERLAYREQUIREMENTS.
RIM 432A
IF. 424.5 LOCKEDL(D
TYPE2 SSMH #i -STA 70+61.03
RIM 432.28
1E=426.87
WATERLINE
B ( UE PAINT I`f'YR )
WATER METER LI)
ii°
12 Y"
14'
CAST IRON RING AND COVER
2'
45'(1/6) BEND -�
v�
B' S
p2
<G
�P
KO
tii)� I
OJ
.P�
6D]ES
I. T CIGNOU4 SNALL BE EASE ICAMN IRON MRM INC
Ho. Moo OR "C"A" MEAN OUT SNALL BE A WATER MONT ASSEMBLY
2. IN UNIN%tOKO AREAS. POUR A 1 -0' THICK, 2' -0' SWARD
CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER.
C IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT AND AND
DR. AS SFOUIRED BY STANDARD DETAIL .... SAN&
CLASS
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
8 OR 6 INCH CLEANOUT
ADOPTED
CMP' ar RPAION
ISI DA10: 0.l /2DP5
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNAREAPPROXI MATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TOANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKSOEPARTMENTSHALL TAKE PRECEDENCE
OVERALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILTDRAWING OF THE SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH ALOOSE AVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
1 TRAVELED ROADWAY SHALL BE
10. OPEN CUT H ROAD
CRUSHED ROCS FOR UTILITY MECHANICALLY COMPA EXISTING RA
SHALL LL NEATLI CRUSHED A ANA CONTINUOUS N OUS L NE. ATEMPO CUTS IXPAT H M STING ASPHALT
SHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUSTBE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCHSHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS'..
IT- DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID DNA PROPERLYPREPARED FOUNDATION IN
F WASHINGTON TANDARD SPECIFICATIONS FOR
ACCORDANCE WITH SECTION 7 Of
THEC SHALL S
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECE93ARYLEVELING OF THE TRENCH BOTTOM OR
THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENITAND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLYDENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL INCHES ABOVEAND BELOW
THE PIPE.
14. SANITARYSEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35,
OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
444 f 444
m1g]
MS]
436 - 436
8 "IE=-24 49
432 I - - r -r 432
428 - i;- Ii 428
424 SEWED? MAIN " -42a
- EX. SSMH
STA. 10+00, 0.0' RT
1n= 5 VERT. (SSMH #1 PROS -413
RIM 432.6
IE= 424.2 (CONFIRM)
11
5 -354
7
REVISION Br PPR DWG. NAME: B075 -1 SP PAGE: B076.1 STAMP NOT VALID
UNLESS SIGNED AND DATED
ILE
oExncAB xAw ,
= 20 NOAQON Rw °° a- CITY OF LEADBEITER SFR S
RENTON cA,,TA� �p
� Drs IKGH � DATUM J/`V,) AR 1 SEWER
ER
AT EU� Planning /Building /Public Works Dept.
ES CIEIHGH FIRE HYDRANT, & COI
BOXES KCOROINIY
C ;5 -a54TO -
KtC}UMMtIVUtU I-UK AF'YKUVAL
RECESSED
DATE.' Z12v /aL
BY '�� ®/�
DATE. 27 e'
DATE:
LIFT POCKET
DATE:
BY
DATE:
11 N.C. SOCKET HD
SCREW 1 Y' LONG
(BRONZE OR S.SJ
T
2' RAISED PADS
FIBER JOINT
PACKING
12 Y"
14'
ii°
12 Y"
14'
CAST IRON RING AND COVER
2'
45'(1/6) BEND -�
v�
B' S
p2
<G
�P
KO
tii)� I
OJ
.P�
6D]ES
I. T CIGNOU4 SNALL BE EASE ICAMN IRON MRM INC
Ho. Moo OR "C"A" MEAN OUT SNALL BE A WATER MONT ASSEMBLY
2. IN UNIN%tOKO AREAS. POUR A 1 -0' THICK, 2' -0' SWARD
CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER.
C IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT AND AND
DR. AS SFOUIRED BY STANDARD DETAIL .... SAN&
CLASS
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
8 OR 6 INCH CLEANOUT
ADOPTED
CMP' ar RPAION
ISI DA10: 0.l /2DP5
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNAREAPPROXI MATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TOANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKSOEPARTMENTSHALL TAKE PRECEDENCE
OVERALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILTDRAWING OF THE SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH ALOOSE AVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
1 TRAVELED ROADWAY SHALL BE
10. OPEN CUT H ROAD
CRUSHED ROCS FOR UTILITY MECHANICALLY COMPA EXISTING RA
SHALL LL NEATLI CRUSHED A ANA CONTINUOUS N OUS L NE. ATEMPO CUTS IXPAT H M STING ASPHALT
SHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUSTBE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCHSHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS'..
IT- DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID DNA PROPERLYPREPARED FOUNDATION IN
F WASHINGTON TANDARD SPECIFICATIONS FOR
ACCORDANCE WITH SECTION 7 Of
THEC SHALL S
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECE93ARYLEVELING OF THE TRENCH BOTTOM OR
THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENITAND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLYDENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL INCHES ABOVEAND BELOW
THE PIPE.
14. SANITARYSEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35,
OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
444 f 444
m1g]
MS]
436 - 436
8 "IE=-24 49
432 I - - r -r 432
428 - i;- Ii 428
424 SEWED? MAIN " -42a
- EX. SSMH
STA. 10+00, 0.0' RT
1n= 5 VERT. (SSMH #1 PROS -413
RIM 432.6
IE= 424.2 (CONFIRM)
11
5 -354
7
REVISION Br PPR DWG. NAME: B075 -1 SP PAGE: B076.1 STAMP NOT VALID
UNLESS SIGNED AND DATED
ILE
oExncAB xAw ,
= 20 NOAQON Rw °° a- CITY OF LEADBEITER SFR S
RENTON cA,,TA� �p
� Drs IKGH � DATUM J/`V,) AR 1 SEWER
ER
AT EU� Planning /Building /Public Works Dept.
ES CIEIHGH FIRE HYDRANT, & COI
BOXES KCOROINIY
C ;5 -a54TO -
KtC}UMMtIVUtU I-UK AF'YKUVAL
BY Ft' e,
DATE.' Z12v /aL
BY '�� ®/�
DATE. 27 e'
DATE:
BY
DATE:
BY
DATE:
EXTENSION
epROFIL _
PION DETAILS
LU
O
LU
J
IL
z
O
(�
z
LIJ
W F-
Z J
Of
W
W
(n
a
LC
Li-
W
Y' SEWER PIPE
SEVER PIPE
HOUSE
i
/BY MEANS OE P VYE AND
5' 'ENDS SMALL NOT BE
NWT WYE WITH
AND PLUG. li+
NUTES:
HOUSE HOUSE 1. Prior to Installation of a sari tory sewer connection,
n side-sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used For sanitary
3' -0" MIN.
sewers shell be approved by the Department of Public Works.
Rubber or neoprene gaskets as spApPied by the manufacturer,
sbnll be used n Joints,
4" SEVER PIPE. SEE NOTES 2 AND 3, 3' A minimum grade of 2% IVA" per foot) must be
MINIMUM LINE 912E FER OTHER THAN mpintaUed with 4' pipe. In the event p 2% erode
SINGLE FAMILY IS 6" Cannot be naintairted. The Owner most grnnb a
erade release to the City and then can Install
' pipe at a grade of IY
.L
''PROPERTY LINE
3
(TYPICAL)
CLASS B
CLASS C I
6"
CLASS F
A
PROPERTY LINE
{ NOTES:
6" MIN
ZERO
G 7,
PROVIDE UNIFORM SUPPORT UNDER BARREL.
1/4 O.D.
1/2 O.D.
2.
HAND TAMP UNDER HAUNCHES.
O.D.
C
3/4 O.D.
4.
For Inspection of side sewer, Call 24 hours
4' A
6' Mlx. w
6 "x 4" REWCER
e
'A
6" SEWER STUB
HAND TAMP ONLY.
(CLASS A DESIGN)
In advance, 277-5570, Site must be ready for Inspection
?
?
arP¢AU
-
4.
SEE AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
PORTION WHITE ANS STENCIL ON SIDE
and representative on site when Inspector
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE
arrives at fpo,nted time Side sewer and stub
- W (SEE NOTE 4)
;[--LIMI TS
OF PIPE ZONE 5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
hall be tested per City specification,
_
MAIN SEWER LINE w
w
BACKFILL MATERIAL,
Make the connection at the house. Do not backflll
6.
SEE "BEDDING MA FOR RIGID PIPE" THE AGGREGATES SECTION OF THE
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
the ditch until approval Is given by the Inspector,
ti
TYPICAL BUILDING
SEWER INSTALLATION PLAN
60" ALLOWABLE MAX,
Final approval slit be granted after the a Istir ,g
7.
SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" THE AGGREGATES SECTION OF
_1
B
septic tank has been pumped out and filled with Fond.
_T
I" Sell PIPE
PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS
5.
Install side SPWer with 2' minmllm COVPG IB°
9" CALDER COUPIL
tHE BUIL0N6
SEVER IS LOWER THAN THE
HE PREVENTION
cover Is allowed at the house if outlet Is shallow
FITfi
OR EQUAL i0 Fli
MVICE SMALL
MICEY HALL
-84.
IN, TALLED E
BE INSTALLED EOUBL TO TYLER
6.
If sde sewer stub Is not available. the owner shalt
SUPPCE CLEPNOUt
q° CALDER COUPLING
p onslble for its installation. The side sewer
be tt
vvE
a
fir
W EIXML TO
Eli
b
shall be a not
mai of 6' In size. If tee
available, the main sewer line Must
e topped
p
SuefnLE CLEANDUT
c st iron Wi
work thin
'x q "x4" WYE
street ay sh. be
street right -of -way shalt ltP done IJY a Licensed
4" PIPING
and bonded contractor
'x 4' TEST TEE
FACE UP A. PLUGGER
a" PIPING
T.
All work Shell be aCCOMPUFfIed n aCGardnnCP
With the Washington Industrial Safety and
4" NIPPLE
Health Acts (WISHA)
w
/ -6 "x 4" RETAKEN
B.
lsshall
�--
-EN COUPLING TO FIT
Exn 6" PIPE
the public right-of-way consist of 5/8'
P
_
"x4"
PLAN
minus crushed rock.
d
REMOVE 2 STOp AND GP OR PWG
' SI ON END DR EXISTING 6" SEWER PIPE
U
BUILDING DRAIN
9.
ALI building sewer and side sewers shall have
W RED INSTALL S, AND B SEWER C CQ URED,
REDUCER, TEES, AND GENES AS RWUIRED.
FOR LOW HOUSE
Podding in accordance with Snowing BW18C or
g g
lD
BROS as applicable.
II
vmcviY�
_ U_
ys, a SEE SIDE SEWER DETAIL
6" PIPING TD 6' -V'
BEYOND PROPERTY LINE
6" SIDE OUTLET TEE
4 SEE NOTE 6 SEVER MAIN
PLAN
BUILDING SEWER
INSTALLATION
TYPICAL BUILDING SEWER
SIDE SEWER (PROPERTY LINE) TO BLDG CONNECTION
INSTALLATION PLAN
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
NOT TO SCALE
(CO.R. STD. DETAIL 8R35)
W (SEE NOTE 4)
-,-LIMITS
OF PIPE ZONE
CLASS A
CLASS B
CLASS C I
6"
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
{ NOTES:
6" MIN
ZERO
G 7,
PROVIDE UNIFORM SUPPORT UNDER BARREL.
1/4 O.D.
1/2 O.D.
2.
HAND TAMP UNDER HAUNCHES.
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
4' A
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
DR 1/16 BEND
'A
6" SEWER STUB
HAND TAMP ONLY.
(CLASS A DESIGN)
—r
"EXCAVATION
4" STUD SERVICE MARKER PAINT UPPER
TEE WITH
4.
SEE AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
PORTION WHITE ANS STENCIL ON SIDE
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
- W (SEE NOTE 4)
;[--LIMI TS
OF PIPE ZONE 5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
0
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL,
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
6.
SEE "BEDDING MA FOR RIGID PIPE" THE AGGREGATES SECTION OF THE
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
STANDARD SPECIFICATIONS FOR THE MATERI AL SPECIFICATIONS.
ti
C
60" ALLOWABLE MAX,
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DS PIPE AND CI
7.
SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" THE AGGREGATES SECTION OF
_1
B
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS,
_T
8.
PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS
A
MAINTAINED.
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) ,1/-LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING
FOR SANITARY SEWER
N07 TO SCALE
(C.O.R. STD. DETAIL B077)
FJ
B35 six -
CONCRETE
BLOCKING
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
PITCHED AREA
PLAN
1' -0" OUTSIDE DIA 1' -0"
2" A.C. CLASS
4" CONCRETE
SECTION A -A
REMOVE PAVEMENT AND BASE MAT A
ERI OR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET ADJUST F CASTING FRAME TO PAVEMENT SURFACE USING
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" DF A.C. CLASS "G
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTIDN 7- 05.3(1)
TYPICAL UTILITY COVER ADJUSTMENT
FOR PAVEMENT OR OVERLAY
NOT TO SCALE
(CO.R. STD. DETAIL BADE)
R/W
J
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C I
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
6" MIN
6" MIN
ZERO
6" MIN
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.
-
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING
FOR SANITARY SEWER
N07 TO SCALE
(C.O.R. STD. DETAIL B077)
FJ
B35 six -
CONCRETE
BLOCKING
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
PITCHED AREA
PLAN
1' -0" OUTSIDE DIA 1' -0"
2" A.C. CLASS
4" CONCRETE
SECTION A -A
REMOVE PAVEMENT AND BASE MAT A
ERI OR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET ADJUST F CASTING FRAME TO PAVEMENT SURFACE USING
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" DF A.C. CLASS "G
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTIDN 7- 05.3(1)
TYPICAL UTILITY COVER ADJUSTMENT
FOR PAVEMENT OR OVERLAY
NOT TO SCALE
(CO.R. STD. DETAIL BADE)
R/W
J
� MAIN RUN SIZE X 6" TEE
PROPOSED SEWER MAIN TYPICAL STUB CONNECTION
FOR SEWER REPLACEMENT
NOT TO SCALE
(CO.R. STD. DETAIL BR33)
�� ��������������JII 24" x G" FRAME AND LOCKING LID
24 I� PER DRAWING BR29.
ADJUSTING RINGS OR BLOCKS "
AS REQUIRED.
4" MIN. TO 12" MA
PRECAST VALVE
CHAMBER CONE ADAPTOR COLLAR
BLIP OR EQUAL 8" OR 12" 16"
RUBBER GASKET PIPE MIN. TO 148" MAX.
5"
D } D
D 6" MIN.
A.
6
♦ W
48"
POURED IN PLACE BASE ywp,�n, —n ..... NA
SANITARY MANHOLE DETAIL
EXTRA SHALLOW TYPE C
Nor TO SCALE
(C.O.R. STD. DETAIL BR39)
FOR
5 /8 " -11 N.C. x 1 -1/4"
CAP
EXISTING SANITA SEWER (R- EMOVE)
B
7—
EXISTING SIDE SEWER
EXISTING 6" SEWER
3-0"
A
REQUIRED
STUB (REMOVE TO R /W)
6"
—_
-RY
-
--
6 "x
4" REDUCER
J \
/
WYE
MRE (TYP) ON 23" BS.
1
1/8
DR 1/16 BEND
PROPOSED
6" SEWER STUB
\`2x
� MAIN RUN SIZE X 6" TEE
PROPOSED SEWER MAIN TYPICAL STUB CONNECTION
FOR SEWER REPLACEMENT
NOT TO SCALE
(CO.R. STD. DETAIL BR33)
�� ��������������JII 24" x G" FRAME AND LOCKING LID
24 I� PER DRAWING BR29.
ADJUSTING RINGS OR BLOCKS "
AS REQUIRED.
4" MIN. TO 12" MA
PRECAST VALVE
CHAMBER CONE ADAPTOR COLLAR
BLIP OR EQUAL 8" OR 12" 16"
RUBBER GASKET PIPE MIN. TO 148" MAX.
5"
D } D
D 6" MIN.
A.
6
♦ W
48"
POURED IN PLACE BASE ywp,�n, —n ..... NA
SANITARY MANHOLE DETAIL
EXTRA SHALLOW TYPE C
Nor TO SCALE
(C.O.R. STD. DETAIL BR39)
�SE` MIN SLOPE S=354803
6° SIDE OUTLET TEE HORIZONTAL
T�� MIN. SEWER MAIN
SEWER MAIN
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 S' COVER AT PROPERTY
LINE DR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER
INSTALLATION
NOT TO SCALE
(C.O.R. STD. DETAIL BR39)
RCVIJGU HLIUIN. M AUUC
N0. I REVISION
BY I DATE I APPR
_II- 1/2" WEB 8 PL.
FRAME (NON - LOCKING)
TYP,
5/e11-11 sc.
ON 23" B.COIP. 3 PL.1
:RN CAST INTEGRAL ON TOP
COVER (NON- LDCKINO)
FOR
5 /8 " -11 N.C. x 1 -1/4"
PROPERTY LINE
SOC. H1.. CAP SCREW (3 RED'D.)
B
7—
DATE:
'(YP. NON -SKID PATTERN
3-0"
MIN
6' -0°
FUTURE
6"
BUILDING SEWER PIPE
D .
(
�2" RAISED LETTERS AS
BUILDING SEWER
NEWS. SEE NOTE III BELOW
UNDERSIDE SHOWN FOR CLARITY
MRE (TYP) ON 23" BS.
1
-1 /E" CORE(iYPJ (LOCKING)
COVER
\`2x
ti
4" STUD SERVICE MARKER PAINT UPPER
TEE WITH
6" SIDE OUTLET
PORTION WHITE ANS STENCIL ON SIDE
I
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
is
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE
SEWER AND BUILDING SEWER
d
EXTENDED TO THE TOP OF THE STUD.
0
a
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, DS PIPE AND CI
/v
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
�SE` MIN SLOPE S=354803
6° SIDE OUTLET TEE HORIZONTAL
T�� MIN. SEWER MAIN
SEWER MAIN
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 S' COVER AT PROPERTY
LINE DR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER
INSTALLATION
NOT TO SCALE
(C.O.R. STD. DETAIL BR39)
RCVIJGU HLIUIN. M AUUC
N0. I REVISION
BY I DATE I APPR
_II- 1/2" WEB 8 PL.
FRAME (NON - LOCKING)
TYP,
5/e11-11 sc.
ON 23" B.COIP. 3 PL.1
:RN CAST INTEGRAL ON TOP
COVER (NON- LDCKINO)
FOR
5 /8 " -11 N.C. x 1 -1/4"
S.S.
SOC. H1.. CAP SCREW (3 RED'D.)
B
BY
DATE:
'(YP. NON -SKID PATTERN
/
As
npgou
B
Es
D .
�2" RAISED LETTERS AS
NEWS. SEE NOTE III BELOW
UNDERSIDE SHOWN FOR CLARITY
MRE (TYP) ON 23" BS.
1
-1 /E" CORE(iYPJ (LOCKING)
COVER
26 -3/3"
zs -v4°
1-3/8•'
-I- 6
V. ��I
' SEAT
1 -1/4"
3/4"
25"
33 -1/9"
SECTION A -A SECTION H -B
NOTESI
L FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 DR EQUAL
2, FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T IIR EQUAL
3, USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER'), OR WATER (SPECIFY " WATER").
MANHOLE FRAME
AND COVER
STAMP NOT VALID
UNLESS SIGNED AND DATED
i
NOT TO SCALE
(CO.R. STD. DETAIL BR29)
KtGUMMt/VUCU'. "rUK
AF'YKUVAL
By NIO -he-
DATE,• 7r2v.F s/
BY
DA LE,
DATE.'
BY
DATE:
By
DATE•
Lis
V£ROCV: M.F➢ INA
1" = 20• HDRBZMN: N,D ,863 „BR, �, CITY OF
pOry� R E N TO N LEADBETTER SFR SEWER EXTENSION
ATONE DATUM NOTES MD DETAILS
OT EIN Planning /Building /Public Works Dept.
IF NOT ONE INN
SGIE A60�0.Y
4f 1,03
1/2010
W
0
w
J_
Z
O
(n
Z
w H
Z W
W LIJ
W
o_ tJD
Li
ry
LLJ
L
m
¢cz)
J
L
u
D
0
F
c
M
V
4
Q
LL2
a
2
LL
O
W
GO
GRAPHIC SCALE
20 0 10 20
I" = 20'
8..,
8�
�6
so
;P�
250
Zd-
�� q3q
TRAILER
N O1 °03'12 "E 134.0'
O
W
y
C
/a
T- MARKER .MARKER r- MgRNER
I
I
TMO LANE ROAD OFFSET
ON SIDE STREETS WHERE THE
MARKER TO INDICATE
HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET
MAIN TRAVELED STREET, THE
HYDRANT IS MIN (t" FROM
MARKER IS TO BE INSTALLED
DOTS OR PAINTED LINE)
ON THAT MAIN STREET
MARKER p�q rMARKER
C
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE MICH MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS
ON (C FROM DOTS OR ON (A- MOM DOTS OR
PAINTED LANE DIVIDER) PAINTED LANE DIVIOER)
HYDRANT MARKERS
T I--4•
RAISED PAWENT MARKER TYPE M AS
SRMSONITE HMD -WAY (BLUE)
sT,�q rF
17 yFic
Ac yTS
gS
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
W
HYDRANT MARKERS
ADOPTED
'
c DP ®ITON
•
31AKDARD P1AN9
1 GAME a/.
DWG. NAME:
0103 SP
sT,�q rF
17 yFic
Ac yTS
gS
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
W
WATER
2'STW /P PSEG
YELLOWPAINT
YAW UKE TEE MTR 6- RANGE SEE WRET.
6' BALE V0.K (R % W) AWNA C-50B. RESIDENT SEAT
V WOMBE IRON PIPE. CLASS 5E CEMEHr LMED. IF:GM M RT
I
I
-1R
YARD WARNED DRAW REEK WTI, 3/S-) MR.
Ia
2
10: �:.:'...:.•: YYYi Y.y L, i. •.�
P1.R9
;
WATER
2'STW /P PSEG
YELLOWPAINT
.PER CECRUM.. IIID.
JpxT INLET WM wGS.
HIM CONNECnCN5 NI
C.NE.,. Clx OF SI
TLE M P
4A75- SEAT'
STEEL CABLE. 1 -1/4• P
TO
WRB
1M0.RECE GSi IRpV VALVE BO% MM lUC 119E COWt
EWAL To Wwmc FWxwrr W srAxDARO B' TDP scrnW
B75 . 5' smxz W1TM REWUR BASE sSCnW LFHGRH TO PR. vaME xur
E%IFNSICN AB REWIRED (SEE Dxt BRIS / PA(£ BWB).
RA5FD PAif,IEM YAVxER RIPE BB
AB STYEpRTE MO -WAY WYE.
�coxrnETE WOaWG
YAW UKE TEE MTR 6- RANGE SEE WRET.
6' BALE V0.K (R % W) AWNA C-50B. RESIDENT SEAT
V WOMBE IRON PIPE. CLASS 5E CEMEHr LMED. IF:GM M RT
NUU
2-3/f COR- TENSTEFL ME RODS. $EE SID DETAIL FOR ME RODS
-1R
YARD WARNED DRAW REEK WTI, 3/S-) MR.
1' AW12 BOUT PL . PUCE D .11-
a':ilt'i::
10: �:.:'...:.•: YYYi Y.y L, i. •.�
P1.R9
;
GNAMV
AS- BU/LTNOTE:
HYDRANT ASSEMBLY
Y�':Y.
i'A% -�: [:�..: .,
MIN 3' RADIUS
rLEVEL ALL GROUND
THE INFORMATION SHOWN ON THIS RECORD
STREETLIGHTM'•"'�,`
Q.
r
'• F T:� <•7 SANITARY SEWER MANHOLE
'i ::. ..i'..F:'.:::': •1'SSMH
MRZ
SiRi
,, CITY OF
DRAWING WAS PROVIDED BY THE PROJECT
ONE IRAN ROC(
s':;::' .;'J S413)
#1 PRO
_
RENTON
IELD P.E.
DEVELOPERAT THE TIME OF PROJECT COMPLETION
��
NOTOIEMI
xuE /LCOROBLaY
':'< '.L'::�`s: --RIM 432.6 4. L s'.
Planning /Building /Public Works Dept.
AND HAS NOT BEEN VERIFIED VIA GROUND SURVEY.
8'WATER
. -.9;
.` -! >' ,, t' ^:.•l :' IE 424.2
,' / ` ': ;' 'i'," CONTRACTOR TO CONFIRM INVERT ELEV
WTR -27869
°
- :!c (: `.: 'j' +.Y', ........
STORM DRAIN TYPE II
;✓•- -,
RIM 432.4
I 424.8
,�;- -._,.
_ .....'a';.::
JJ$ILffGROUNDPOWERLINE
•
I.
'a;',;.•,s!�,;.,,;/. CONNECT TO EXIST /NG SSMH PER C.O.R. STOS
STA. 10+00 (THISPROJECT) = STA. 0 +04, 6'RT (C.O.R
,^ PROJECTNO. 5013)
WATERMETER . °'• ""�1 ,'
+�* ' "
"?. ::: ?�' %'
OVERHE4DPOWERLINE SEWER CLEANOUTS
\
POWER VAULT
SHEL TON AVE NE
2 PARALLEL 6 "PVC SIDE
``'.
m '•' ` " -
(PRIVATE)
\ \\ SEWERSAT1.00%
t•'
PP
i
N
.. ,;
/E- 426.32
....,...
.. ... �.:'.... .,.
1100`::'••
T�
.,: ,: ;•, ,.,.,';, .:
.,..... -. .. . • "' ::'.` ,t ..
12'80 CONCRETE PIPE NOTE:APPC/C4NT TO COMPLY WITH CITY OF
- '
"
TRENCH RESTORATION B STREET
�
STORM DRAIN MANHOLE OVERLAY
OVERLAY REQUIREMENTS.
`'.4...:i.},
NA SEWER AT200 %.','
IE 424.8 LOCKED LID
oN
R,
0=4.5 '
�.•� H
<'
TYPE 2SSMH IN -STA 10-61.03
RAILROAD VE(TYP.)
RIM = 43233
1E =42695
1' SIDE SEWER @2%
o��RE
!`•,3rt
RANATASMSEEMSLY
1 -8X
NT M ENT
/
WATERUNEBLUEPA/NT(TYP)
EA
1 CL OGE
J
WATER METER (3)
OFPURL/CYDGRMT WAY
o
AROUND HYDRANT HEAD AIG�46•
SUPPLYP /PING
7 -6'PVC SIDE
2
SEWERAT200%
.PER CECRUM.. IIID.
JpxT INLET WM wGS.
HIM CONNECnCN5 NI
C.NE.,. Clx OF SI
TLE M P
4A75- SEAT'
STEEL CABLE. 1 -1/4• P
TO
WRB
1M0.RECE GSi IRpV VALVE BO% MM lUC 119E COWt
EWAL To Wwmc FWxwrr W srAxDARO B' TDP scrnW
B75 . 5' smxz W1TM REWUR BASE sSCnW LFHGRH TO PR. vaME xur
E%IFNSICN AB REWIRED (SEE Dxt BRIS / PA(£ BWB).
RA5FD PAif,IEM YAVxER RIPE BB
AB STYEpRTE MO -WAY WYE.
�coxrnETE WOaWG
CUT
HYDRANT LOCATION IN CUT OR FILL TILE HYDRANT AS3ENBLY DKATL
�OPTE�D
mA1WABn PLwB
Y MIN tw
DATE REASIDN ON PR DWG. NAME: 8102 SP PAGE:8102
NO.
REVISION
BY 1 DATE 1 APPR
CAST IRON RING AND COVER
MER
I. ET CIEANWE SIWL BE EASE JORDAN IRW BERM WG
d
lYP
S�
yW
0; /
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDMON OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS
2 ALL CONSTRUCTION SHALL BE WACCORDANCE WITH'STANDAROSPEGFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTERAMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNARE APPROMMATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUEAND CORRECT LOCATION SOAS TOAVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOOSAND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USEAND ANY OTHER
RELATED PERMITS PRIOR TOANYCONSTRUCTION
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENTSHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /SIN
PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ME SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLYON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSEAVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUMDENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONEPIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TOCOMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
10, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCKAND MECHANICALLY COMPACTED. CUTS INTO THE EXISTINGASPHALT
SHALL BENEATUNE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1981
12 ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSIONAFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPEAND APPURTENANCES SHALL BE LAID ONA PROPERLYPREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE NECE WASHINGTON STANDARD HE TRENCH BOTTOM FOR
THE ROAD
TOPOF THE F UND CONSTRUCTION. ION MAT THIS AS SHALL
WELL AS PLANECESSA ND COMPACTION OF THE REQUIRED D BEDDING
G OR
THETTHEFOUNDATIONMATERIAL,AS WELL AS OF WILL BE SUPPORTED BEDDING
UNIFORMLY MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE RORVEL 6 BE SUPPORTED AND B
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6/NCHES ABOVE ANO BELOW
THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETEDASTM D 3034, SOR 35,
OR DUCTILE IRON CLASS 50.
15, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 61NCIESAND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE INALL DIRECTIONS TO MATCH PAVING.
444
440
!917
432
CONCRE
CLASS
428
TIGHT
424
PIPE MATERIAL AS SPECIFIED
By THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER MINTS.
M 3698 P1 EW.V. GIFAN OUT SHALL W A WATER MP AIGEN.Y.
YAW UKE TEE MTR 6- RANGE SEE WRET.
6' BALE V0.K (R % W) AWNA C-50B. RESIDENT SEAT
V WOMBE IRON PIPE. CLASS 5E CEMEHr LMED. IF:GM M RT
NUU
2-3/f COR- TENSTEFL ME RODS. $EE SID DETAIL FOR ME RODS
-1R
YARD WARNED DRAW REEK WTI, 3/S-) MR.
1' AW12 BOUT PL . PUCE D .11-
SSMIU
STA. t
P0.YE NA-ENE RUN AROUND TW AND 9CES Of
P1.R9
;
GNAMV
FIRE
HYDRANT ASSEMBLY
/EL ALL GROUND
MTE REASON LR PPN DWG.
MIN 3' RADIUS
rLEVEL ALL GROUND
/ YW Y RADIUS
4
swe
I" = 20'
MRZ
SiRi
,, CITY OF
mN
p
ONE IRAN ROC(
FILL
CUT
HYDRANT LOCATION IN CUT OR FILL TILE HYDRANT AS3ENBLY DKATL
�OPTE�D
mA1WABn PLwB
Y MIN tw
DATE REASIDN ON PR DWG. NAME: 8102 SP PAGE:8102
NO.
REVISION
BY 1 DATE 1 APPR
CAST IRON RING AND COVER
MER
I. ET CIEANWE SIWL BE EASE JORDAN IRW BERM WG
d
lYP
S�
yW
0; /
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDMON OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS
2 ALL CONSTRUCTION SHALL BE WACCORDANCE WITH'STANDAROSPEGFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTERAMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNARE APPROMMATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUEAND CORRECT LOCATION SOAS TOAVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOOSAND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USEAND ANY OTHER
RELATED PERMITS PRIOR TOANYCONSTRUCTION
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENTSHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /SIN
PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ME SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLYON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSEAVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUMDENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONEPIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TOCOMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
10, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCKAND MECHANICALLY COMPACTED. CUTS INTO THE EXISTINGASPHALT
SHALL BENEATUNE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1981
12 ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSIONAFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPEAND APPURTENANCES SHALL BE LAID ONA PROPERLYPREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE NECE WASHINGTON STANDARD HE TRENCH BOTTOM FOR
THE ROAD
TOPOF THE F UND CONSTRUCTION. ION MAT THIS AS SHALL
WELL AS PLANECESSA ND COMPACTION OF THE REQUIRED D BEDDING
G OR
THETTHEFOUNDATIONMATERIAL,AS WELL AS OF WILL BE SUPPORTED BEDDING
UNIFORMLY MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE RORVEL 6 BE SUPPORTED AND B
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6/NCHES ABOVE ANO BELOW
THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETEDASTM D 3034, SOR 35,
OR DUCTILE IRON CLASS 50.
15, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 61NCIESAND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE INALL DIRECTIONS TO MATCH PAVING.
444
440
!917
432
CONCRE
CLASS
428
TIGHT
424
PIPE MATERIAL AS SPECIFIED
By THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER MINTS.
M 3698 P1 EW.V. GIFAN OUT SHALL W A WATER MP AIGEN.Y.
B OR D INCH MA ACUT
z. IN UNIMPROVED AREAS. POUR A 1'-0- DAM Y -G 901
DGN(METE MR 3CW. M AUMG TAE MR. ARE E.
C IN AS
ASPHALT NOADST E MOUND EIEANWT RING ARID
WVER AS REGUREO �D�,®
BY STIHDARD DETAR ORAWXC MD. _
A
SSMIU
STA. t
+
P1.R9
;
26.96
ON w'rz: D3 /ECOs
ON SAM
MTE REASON LR PPN DWG.
NPME: B076 -1 SP PAGE: B075.1
I
I
I
LEr PLS
swe
I" = 20'
N'D;;OI
,, CITY OF
mN
p
LEW"L.L.__
DATUM
_
RENTON
IELD P.E.
��
NOTOIEMI
xuE /LCOROBLaY
HELD PE
Planning /Building /Public Works Dept.
Q
M
O
am
436
432
428
I
I
424
EX SSMH
STA 10+00, DORT
(SSMH #1 PROJ 5413)
RIM 432.6
IE = 424.2 (CONFIRM)
11 +00 10 +00
S =3 54804
RECOMMENDED FOR APPROVAL
n LITc
��ti\ 01 n'q,Yyt9 i BY DATE:
I.n _ BY DATE.
0. l o BY DATE.'
°JJ' 41
a
BY OATS'
c /ONAL
BY DATE:
STAMP NOT VALID
UNLESS SIGNED AND DATED
LEADIDMER SFR SEWER EXTENSION "
RECORD DRAWING .�
11 S-:S5
SSMIU
STA. t
#1
1.03 (COS)
- 8'IE=
26.96
I
I
I
I
I
5ILF -8 "SS S =0.047 I
SEWER MAIN
mN
p
O
am
436
432
428
I
I
424
EX SSMH
STA 10+00, DORT
(SSMH #1 PROJ 5413)
RIM 432.6
IE = 424.2 (CONFIRM)
11 +00 10 +00
S =3 54804
RECOMMENDED FOR APPROVAL
n LITc
��ti\ 01 n'q,Yyt9 i BY DATE:
I.n _ BY DATE.
0. l o BY DATE.'
°JJ' 41
a
BY OATS'
c /ONAL
BY DATE:
STAMP NOT VALID
UNLESS SIGNED AND DATED
LEADIDMER SFR SEWER EXTENSION "
RECORD DRAWING .�
11 S-:S5