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A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
SANITARY SEWER NOTES AND SPECIFICATIONS
1.
ALL WORK AND WORK MATERIAL SHALL BE IN
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF
CONFORMANCE WITH THE STANDARDS AND
THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
APPROX.
SPECIFICATIONS OF THE CITY OF RENTON
FG ELEV:
INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
BOTTOM OF
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
TOP OF
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM
CROSSING #
THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
NETWORK
DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR
NETWORK
AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY
SEPARATION
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
• • • •• •
THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
430.6
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
429.5
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE
8
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
• SEWER/8"
KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL
• • • •• • •
EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
431.1
BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS
430.6
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
* ETHAFOAM PAD REQUIRED
OTHERWISE APPROVED IN WRITING BY THE
K: 69.68
OTHERWISE APPROVED BY
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH
APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED
io
AMERICAN VERTICAL DATUM 1988 METERS, AND FOR
(SEE SHEET C12 FOR DETAILS)
PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF
6 LF - 8" PVC SDR -35
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM
28 LF - 6" PVC SDR -35
WAY
1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE
3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE
@ 2% (MIN.)
CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE
24 LF - 6" PVC SDR -35
_
_
24 LF - 6" PVC SDR -35
HMARKAAFD EEEVAFI ARE N FED ON THE PLANS.
LOW POINT STA: 51 +73.47
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
13.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
SSCO #4
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
4.
A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR
DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION
RIM 437.4
NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
AFTER THE COMPLETION OF CONSTRUCTION.
SSCO #2
CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
• - 52+16.11, 18'R
-
PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
RENTON.) IT SHALL BE THE CONTRACTOR'S
AND THE LATEST EDITION OF THE WSDOT/APWA
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS
STANDARDS AND SPECIFICATIONS, AS APPROVED AND
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
MODIFIED BY THE CITY OF RENTON IN THE RENTON
CONSTRUCTION.
STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
METHODS AND SEQUENCES OF CONSTRUCTION AND FOR
TOP OF THE FOUNDATION MATERIAL, AS WELL AS
THE SAFETY OF WORKERS AND OTHERS ON THE
PLACEMENT AND COMPACTION OF REQUIRED BEDDING
CONSTRUCTION SITE.
+
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
I I
Q
�
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA
PRIOR TO ANY CONSTRUCTION.
GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
15.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER
(PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
PLANS.
DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED
BY THE WASTEWATER UTILITY
S.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB
SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
16.
IN UNIMPROVED AREAS, MANHOLE TO EXTEND
Y
MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON
... .. . .. .. . . . ... . .. . .... .. ... .. .. . . ..... .. . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER
CONCRETE RING POURED AT GRADE. IN PAVED AREA,
SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
LICENSED PROFESSIONAL ENGINEER OR LICENSED
WM
PROFESSIONAL SURVEYOR.
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE
4130118
SURVEY DATUM
VERTICAL DATUM: HORIZONTAL BASIS OF BEARING:
NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
BENCHMARK: CITY OF RENTON SHORT PLAT RECORDED UNDER
CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE
TOP OF MONUMENT CASE AND COVER IN THE CENTER OF • •• • • • • •• • • ••
THE INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961 EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
72 LF - 8' PVC SDR -35
455
45
:'
43.
43
42.
42
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
W
NW
LOT 7
I ^ I I FFE 437.50
V)I SSCO #7 -
r `V I RIM 437.1
51+42.71, 18'L
V 6" IE 431.38 (IN -OUT)
Q 12 LF - 6" PVC SDR -35
@ 2% (MIN.)
...
PROPOSED STORM MAIN (TYP)
(SEE SHEET C4 FOR DETAILS)
SSMH #1, TYPE 1-54"
STA 51+14.18, 7.66' L\
20 10 0 20 40
SCALE: 1 " = 20'
J�
LOT 6 LOT 5
FFE 437.00 FFE 437.50
SSCO #6
RIM 436.8
51+78.47, 18'L
6" IE 431.56 (IN -OUT)
SSCO
RIM
- L .RIM 4377..
2
52+17.71, 18'L
6" IE 431.76 (IN -OUT)
- 12 LF - 6" PVC SDR -35 - 12 LF - 6" PVC SDR -357 SSMH #2, TYPE 1-54"
pCg @ 2% (MIN.) @ 2% (MIN.) STA 52+48.56, 6.00' L
RIM 437.00
I-
APPROX.
PIPE
FG ELEV:
TOP PIPE SIZE/
BOTTOM OF
BOTTOM PIPE SIZE/
TOP OF
VERTICAL
CROSSING #
NETWORK
TOP PIPE
NETWORK
BOTTOM PIPE
SEPARATION
7
• • • •• •
• SEWER/8"
430.6
STORM/12"
429.5
1.1'
8
• • • •• •
• SEWER/8"
430.7
STORM/12"
430.1
0.6'
9*
• • • •• • •
• SEWER/8"
431.1
STORM/6"
430.6
0.5'
* ETHAFOAM PAD REQUIRED
SURVEY DATUM
VERTICAL DATUM: HORIZONTAL BASIS OF BEARING:
NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
BENCHMARK: CITY OF RENTON SHORT PLAT RECORDED UNDER
CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE
TOP OF MONUMENT CASE AND COVER IN THE CENTER OF • •• • • • • •• • • ••
THE INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961 EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
72 LF - 8' PVC SDR -35
455
45
:'
43.
43
42.
42
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
W
NW
LOT 7
I ^ I I FFE 437.50
V)I SSCO #7 -
r `V I RIM 437.1
51+42.71, 18'L
V 6" IE 431.38 (IN -OUT)
Q 12 LF - 6" PVC SDR -35
@ 2% (MIN.)
...
PROPOSED STORM MAIN (TYP)
(SEE SHEET C4 FOR DETAILS)
SSMH #1, TYPE 1-54"
STA 51+14.18, 7.66' L\
20 10 0 20 40
SCALE: 1 " = 20'
J�
LOT 6 LOT 5
FFE 437.00 FFE 437.50
SSCO #6
RIM 436.8
51+78.47, 18'L
6" IE 431.56 (IN -OUT)
SSCO
RIM
- L .RIM 4377..
2
52+17.71, 18'L
6" IE 431.76 (IN -OUT)
- 12 LF - 6" PVC SDR -35 - 12 LF - 6" PVC SDR -357 SSMH #2, TYPE 1-54"
pCg @ 2% (MIN.) @ 2% (MIN.) STA 52+48.56, 6.00' L
RIM 437.00
SSCO #1 RIM 437.4 @ 2% (MIN.) I 6 IE 431.91 (IN -OUT)
RIM 437.6
51+46.09, 18' R SSCO #3
50+77.48, 20'R i 6" IE 431.56 (IN -OUT) I I RIM 437.7 I
6" IE 431.24 (IN-OUT)51 +96.66, 18'R
.......... 438 I I I6" IE 431.81 (IN OUT)
LOT 1 I LOT 2N41 LOT 3 LOT 4
FFE 438.50 FFE 438. 00 FFE 438.50
/ I
- i I I I I I FFE 438.00 I I
CHELAN PLACE NE SEWER PLAN
SCALE: HORIZONTAL:1 "=20'
I-
'
- -
-
=
- - 136 LF - 8" PVC SDR -35
- -
-
8" PVC CAP
PC8
PVI STA: 51+68.15
M
PC7
M
L2+00
-
PVI ELEV: 436.077
CHELAN PLACE NE
51k
K: 69.68
PROPOSED WATER MAIN
io
(SEE SHEET C12 FOR DETAILS)
6 LF - 8" PVC SDR -35
LENGTH: 150.00
28 LF - 6" PVC SDR -35
BREAK STA = 52+54.19
I
/
@ 2% (MIN.)
N
24 LF - 6" PVC SDR -35
_
_
24 LF - 6" PVC SDR -35
LOW POINT STA: 51 +73.47
.
ELEV =
..... .
@ 2% (MIN.) ...
SSCO #4
@ 2% (MIN.)
d
RIM 437.4
LOW POINT ELEV: 436.48
•p
SSCO #2
24 LF - 6" PVC SDR -35 -
• - 52+16.11, 18'R
-
SSCO #1 RIM 437.4 @ 2% (MIN.) I 6 IE 431.91 (IN -OUT)
RIM 437.6
51+46.09, 18' R SSCO #3
50+77.48, 20'R i 6" IE 431.56 (IN -OUT) I I RIM 437.7 I
6" IE 431.24 (IN-OUT)51 +96.66, 18'R
.......... 438 I I I6" IE 431.81 (IN OUT)
LOT 1 I LOT 2N41 LOT 3 LOT 4
FFE 438.50 FFE 438. 00 FFE 438.50
/ I
- i I I I I I FFE 438.00 I I
CHELAN PLACE NE SEWER PLAN
SCALE: HORIZONTAL:1 "=20'
Know what's below.
0111 before you dig.
51+00 52+00
CHELAN PLACE NE SEWER PROFILE
SCALE: HORIZONTAL:1 "=20'
VERYTICAL: 1"=5'
BEYLER
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
SURVEYED: SCALE
BEYLER CONSULT. VERTICAL: NAW 1988
1 .i=20' HORIZONTAL NAD 1983/1991
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH DATUM
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
CITY OF
R
RENTON
Planning/Building/Public Works Dept.
F55
f50
45
40
F35
CAP
f30
R-35
JB W1 CAP)
i0a
f20
52+70
S-392401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERINGWASTEWATER UTILITY 0
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(Fitz -James 04/30/2018 '� dchristen 04/30/2018 ' Q
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SH PL -A, U 16-006297
SEWER PLAN & PROFILE
I-
O
DATE:
12/14/2017
=
FIELDBOOK: NA
v
PAGE: NA
Z
DRAWING NO:
C15
PVI STA: 51+68.15
M
PVI ELEV: 436.077
K: 69.68
io
LENGTH: 150.00
GRADE
BREAK STA = 52+54.19
N
LOW POINT STA: 51 +73.47
ELEV =
436.94
d
LOW POINT ELEV: 436.48
n
+
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WM
PROPOSED WATER
m
m
d
'
rn
MAIN (TYP)
'
Q
W11
0)
(SEE SHEET C12.0
FOR DETAILS)
Q
W
o
d
NU)
m
LLJ
11
WW
W Q
LLJ
Ln
d
EXISTING GRADE @
m
d
W
U
PROPOSED STORM
RIGHT OF WAY
U
j
m
MAIN (TYP)
CENTERLINE (TYP)
W
m
(SEE SHEET C4.0
W
FOR DETAILS)
PROPOSED GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
--
--
1.1�%
- -
-- ---------
- - - -
---------
_� -
- 1.00% ,
PIPE CROSSING #9
PIPE CROSSING #7 & 8
SEE TABLE THIS SHEET
LOT 4 STUB
MAIN IE 431.43
SEE TABLE THIS SHEET
314
8" PVC
136 LF - 8" PVC SDR -35
72
LF - 8" PVC SDR -35
O
@ S=0.50%
LOT 5 STUBTr
@ S=0.50%
MAIN IE 431.44
11
D
LOT 1 STU
LOT 3 STUB
SSMH #2, TYPE 1-54" 6 LF
- 8" PVC
SD
MAIN IE 430.6
O
LOT 7 STUB LOT 2 STUB
MAIN IE 431.33
STA 52+48.56, 6.00' L @ 5=0.65
°
/o (ST
MAIN IE 431.06 MAIN IE
431.08
LOT 6 STUB
RIM 437.00
MAIN IE 431.24
8" IE 431.73 (IN -N)
EX. SSMH #5552,
TYPE 1-48"
8" IE 431.63 (OUT -S)
STA 50+41.83, 1.41'L
RIM 437.54
SSMH #1, TYPE 1-54"
STA 51+14.18, 7.66'L
EXISTING GRADE
RIGHT OF WAY
@ (PER CITY
OF RENTON STD 400.2 -
SHALLOW MANHOLES)
6" IE 430.33 (IN -N) (TO BE REMOVED)
RIM 437.35
CENTERLINE (TYP)
8" IE 430.49 (IN -NW) (NEW)
8" IE 430.95 (IN -N)
CORE DRILL & RECHANNEL MANHOLE
8" IE 430.85 (OUT -SE)
PROPOSED GRADE
@
8" IE 430.39 (OUT -S)
(PER CITY OF RENTON STD 400.2 -
RIGHT OF WAY
LADDER NORTHEAST
SHALLOW MANHOLES)
CENTERLINE
(TYP)
(FIELD VERIFIED)
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Know what's below.
0111 before you dig.
51+00 52+00
CHELAN PLACE NE SEWER PROFILE
SCALE: HORIZONTAL:1 "=20'
VERYTICAL: 1"=5'
BEYLER
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
SURVEYED: SCALE
BEYLER CONSULT. VERTICAL: NAW 1988
1 .i=20' HORIZONTAL NAD 1983/1991
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH DATUM
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
CITY OF
R
RENTON
Planning/Building/Public Works Dept.
F55
f50
45
40
F35
CAP
f30
R-35
JB W1 CAP)
i0a
f20
52+70
S-392401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERINGWASTEWATER UTILITY 0
Elk
Z4
S
N
T
0
0
a
J
m
►�1
H
(Fitz -James 04/30/2018 '� dchristen 04/30/2018 ' Q
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SH PL -A, U 16-006297
SEWER PLAN & PROFILE
I-
O
DATE:
12/14/2017
=
FIELDBOOK: NA
v
PAGE: NA
Z
DRAWING NO:
C15
SHEET: 15 OF., 19
M