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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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BOUN SHORT PLAT
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LUA16-000124, SH PL -A, U 16-006297
SEWER PLAN & PROFILE
I-
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DATE:
12/14/2017
=
FIELDBOOK: NA
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PAGE: NA
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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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PROPOSED WATER
m
m
d
'
rn
MAIN (TYP)
'
Q
W11
0)
(SEE SHEET C12.0
FOR DETAILS)
Q
W
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NU)
m
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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
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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-
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DATE:
12/14/2017
=
FIELDBOOK: NA
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PAGE: NA
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DRAWING NO:
C15
SHEET: 15 OF., 19
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7'
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
�v '•" OR CAST IN SHELF.
•NOT TO SCALE
'A' 'B' 'C' 'D' 'E'
48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" N. 24" I.D.
60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
S
STD. PLAN - 400.1
PUBLIC WORKS
DEPARTMENT STANDARD SANITARY MANHOLE
SEPTEMBER 2011
I I�� l SEVER MAIN K
PER o
_,SPOOL (L&NGTH AS NEED)-.--
SPOOL
...baF_ _
0" SEWER STUBE n FUTURE 4' SIDE SEWER
"It :4" 187(10 M G T P#INTED
SEWER MAIN WE )L3" WE I 05" CAP Vg11TE W�Tj1 THE " S �j
• IN 3" FMCyi B?T�T�� NO]pp,�.� MRE
U EXTENDED -TO RHE �OP OT�THE�5TU0.
iP COUPLING
�i
'• BT)(6"� TT SURFACE IO
C1-EANTTLV �IA511 N RNAND
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8" MIN.M tW MAIN
SOF IIITT MAIN1A a fto A- TYPICAL Sa IOE SEWER
-.. NOTE LTNl-EWOTHERWSE SHOW ON OLANIMVALL HY 1VE MINIMILM 2W �y R AT PR�RTY LINE OR
LOWI'R THAN THE LOWST� 1�OF1S�ElEVRON RIS 1.0-19L
STANDARD SIDE SEWER SM. MAN -oil
1 PUBLIC WORKS ary VED.
a DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) GAA
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
L_ ADJUSTMENT RING (1" M l.) OR
NOTE 3 AND SPECIAL PROVISON
NTS
7-05.3(1)
MORTAR JOINT(S) (3/8" MIN.)
OUT51DE((VN.
2'-D'
- I�
DEPTH OF CLASS 'B"
ASPHALT TO BE 2" BELOW j
SEE NOTE 5
3; ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
BOTTOM OF THE UPPER
4" MIN. TO
_
ADJUSTMENT RING OR A
USING RISER RINGS OR CONCRETE BLOCKS PER STMPLAN
12" MAX.
MINIMUM OF B" WHICHEVER
IS GREATER.
ACCOMPLISHED MYTH A COMBINATION OF ApdLS1TAlENT
8.
RIGS, BRICKS AND MORTAR O1NL� BRICKS SHALL BE
F�
24
CLASS '& ASPHALT OR TO A DEPTH THAT IS 2' BELOW THE
USE OF SHIYII' INPRONWITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
SURFACE CLEANOUT 4" SURFACE v
i[)
.
6"x 6"x6" WYE a w CLEANOUT
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407) WYE
14"
o
�
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
12" 4
N
o
TED.
L
J
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Z
o.
PAVEMENT OR
Q
�
1. Prior to installation of a sanitary sewer c nnection, aside -sewer
' FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
�
-
(N
4" 54"
PUBLIC SEWER SYSTEM, A BACKFLDW PREVENTION
o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
v
shall be approved by the Department of Public Works. Rubber or
v a
v p
v
used on joints.
Z
nit
P
SURFACE CLEANOUT
3. A minimum grade of 2% (1/4" per foot) must be maintained
v
with 4" pipe. In the event a 2% grade cannot be maintained, the
4"x 4•'x4" WYE
owner must sign a City of Renton grade release form and then
4" PIPING
can install 6" pipe at a grade of 1%.
PLAN
a e
BUILDING DRAIN FOR
4. For inspection of side sewer, call 24 hours in advance. The
11
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING
COATED(SEALED) WITH A HIGH SOLIDS URETHANE COATING- WASSER
MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
BOOTS OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
K'..
+PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2
DEPARTMENT SHALLOW SEPTEMB
A
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER
PATCIjKNC
PLAN
L_ ADJUSTMENT RING (1" M l.) OR
NOTE 3 AND SPECIAL PROVISON
NTS
7-05.3(1)
45° BEND. TWO 45' BENDS SHALL NOT BE
OUT51DE((VN.
2'-D'
- I�
DEPTH OF CLASS 'B"
ASPHALT TO BE 2" BELOW j
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
3; ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
BOTTOM OF THE UPPER
BRICKS AND FRAME SHALL BE GROUTED„
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
ADJUSTMENT RING OR A
USING RISER RINGS OR CONCRETE BLOCKS PER STMPLAN
=4: ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
MINIMUM OF B" WHICHEVER
IS GREATER.
MORTAR JOINT(S) (3/8" M(Nj SEE -J
L_ ADJUSTMENT RING (1" M l.) OR
NOTE 3 AND SPECIAL PROVISON
BRICKS. SEE NOTE 4,
7-05.3(1)
45° BEND. TWO 45' BENDS SHALL NOT BE
SECTION
A -AI
M NOTEnilI
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
3; ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR
BRICKS AND FRAME SHALL BE GROUTED„
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
CLEANOUT WYE. (SEE NOTE 11)
USING RISER RINGS OR CONCRETE BLOCKS PER STMPLAN
=4: ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1.
ACCOMPLISHED MYTH A COMBINATION OF ApdLS1TAlENT
HOUSE of HOUSE
RIGS, BRICKS AND MORTAR O1NL� BRICKS SHALL BE
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF S' OF
STAGGERED TO CREATE ,RUNNING BOND OR 12 BONDe ::
CLASS '& ASPHALT OR TO A DEPTH THAT IS 2' BELOW THE
USE OF SHIYII' INPRONWITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
SURFACE CLEANOUT 4" SURFACE v
GREATER OR AS APPROVED BY THE ENGINEER.
.
6"x 6"x6" WYE a w CLEANOUT
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407) WYE
14"
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
I WYE WITH
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
STD. PLAN - 400.4
(TYPICAL)
. I PROPERTY LINE
-
TYPICAL UTILITY COVER
TED.
PUBLIC WORKS
I'` DEPARTMENT
ADJUSTMENT FOR
OVERLAY
1Y )
PAVEMENT OR
NOTES:
-
:m _- .._,",.-,.. DATE ' I
4/25/18
u:
BDLTHDLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA BIC, (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA,
C635mm] 1'
3/4' 251.113
119MMI 1J_1L
8 3/4' L 2 1/2'
1222mm] 164mm]
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
BLT SDC. (ALLEN HEAD)
5/8-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
26 1/2' DIA
C673mm]
25 1/4' DIA
m) DIA ] 1 1/16' 1/4' 1 1/16'
C27mm] C6mm] � [27mm1
1/4' (6mm) DIA
NEOPRENE GASKET
6' 1/8'
Ar IC152mm] C3mm]
1/8'
CR3mm]
5/8' 23 3/8' DIA CL OPEN
C16mm] C594mm] GASKET GROOVE DETAIL
27 5/16' DIA
C694mm]
34 1/8' DIA
C867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN - 401
PUBLIC WORKS(8)
DEPARTMENT MANHOLE FRAME AND COVER
DECEMBER 2008
ALL 90' TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WITH CLEANOUT AND
45° BEND. TWO 45' BENDS SHALL NOT BE
4" BEND AS REQUIRED (NO MORE
ACCEPTABLE. (SEE NOTE 11)
THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH
0
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
3/4" LETTERIN°SEWER"
WILL REQUIRE A SURFACE (SEE NOTE 11)
2 -��
CLEANOUT WYE. (SEE NOTE 11)
2'-0"- _
DRAWING NO:
C16
o 0-0 o
HOUSE of HOUSE of
HOUSE of HOUSE
0 K
0
3 -0" MIN.
I_
4" SEWER PIPE
SURFACE CLEANOUT 4" SURFACE v
(TYPICAL)
.
6"x 6"x6" WYE a w CLEANOUT
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407) WYE
14"
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
I WYE WITH
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
PROPERTY LINE CLEANOUT
(TYPICAL)
. I PROPERTY LINE
-
3' MIN.
6"x 4•' REDUCER
F F F
(TYPICAL) F
MAIN SEWER LINE
NOTES:
z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
1. Prior to installation of a sanitary sewer c nnection, aside -sewer
' FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
permit must be purchased from the City of Renton Public Works
M o OF THE NEXT UPSTREAM MANHOLE COVER OF THE
Department.
PUBLIC SEWER SYSTEM, A BACKFLDW PREVENTION
o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
2. Types of pipe and fittings that can be used for sanitary sewers
1O m INSTALLED.
shall be approved by the Department of Public Works. Rubber or
neoprene gaskets as specified by the manufacturer, shall be
4" FLEXIBLE COUPLING (FERNCO DR EQUAL)
used on joints.
Z
SURFACE CLEANOUT
3. A minimum grade of 2% (1/4" per foot) must be maintained
v
with 4" pipe. In the event a 2% grade cannot be maintained, the
4"x 4•'x4" WYE
owner must sign a City of Renton grade release form and then
4" PIPING
can install 6" pipe at a grade of 1%.
PLAN
FOAM
BUILDING DRAIN FOR
4. For inspection of side sewer, call 24 hours in advance. The
LOW ELEVATION HOUSE
inspection phone number is on the side sewer permit. Site
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
MAIN TO PROPERTY LINE 5'-0" 5'-0"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
tank has been pumped out and filled with sand.
SIDE SEWER BUILDING SEWER 2'-6"
3'-0"MINS
5. Install side sewer with Z' minimum cover. 10" cover is allowed
_
at the house if outlet is shallow.
(\
I 111
6. If side sewer stub is not available. The owner shall be
for its installation drawing 406.1. All
m m in m w N A - o A as p
m< z m
responsible per standard
work within street right-of-way shall be done by o licensed and
N m
Z o m z A ti o z m p m A y z p
Z5
bonded contractor.
p -
-OZ Nn nrno �x IOAm Ox
Z
n' o m m A m O N m m y? a' z n o as
7. All work shall be accomplished in accordance with the Washington
, o zo m>
a' A p
D a
Industrial Safety and Health Act. (WISHA)
o x o
m
a
B trenchsiders in ht -of -way
tthe
m a z o z m z c o I o L z
conforrestoration
slhall to moost current trenchherestorlic ation
m °= m Awa rn m 0
v z z o
a,
requirements as in the Renton Standard Drawings.
o zo o
9. All building sewer and side sewers shall have bedding in
m
a�
accordance with standard drawing 405.
AzmA m
10. There shall be a minimum 10 foot horizontal separation between
o�� v
sanitary side sewers and water services and a minimum 5 foot
c
r,
horizontal separation between sanitary side sewers and all other
z c1
c, 0
utilities.
11. The cleanout at the Right -of -Way shall be installed per
CALL FOR LOCATIONS BEFORE YOU DIG
Standard Plan 407. The cleanout at the building shall be
48HR LOCATORS 1-800-424-5555
installed to surface grade. All other cleanouts shall be installed
to within 12" of the surface.
TYPICAL BUILDING SEWER
STD. PLAN - 408.2
• PUBLIC WORKS
FROM PROPERTY
LINE TO
DEPARTMENT
o�
BUILDING CONNECTION
AUGUST 2013
4/25/18
u:
BDLTHDLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA BIC, (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA,
C635mm] 1'
3/4' 251.113
119MMI 1J_1L
8 3/4' L 2 1/2'
1222mm] 164mm]
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
BLT SDC. (ALLEN HEAD)
5/8-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
26 1/2' DIA
C673mm]
25 1/4' DIA
m) DIA ] 1 1/16' 1/4' 1 1/16'
C27mm] C6mm] � [27mm1
1/4' (6mm) DIA
NEOPRENE GASKET
6' 1/8'
Ar IC152mm] C3mm]
1/8'
CR3mm]
5/8' 23 3/8' DIA CL OPEN
C16mm] C594mm] GASKET GROOVE DETAIL
27 5/16' DIA
C694mm]
34 1/8' DIA
C867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN - 401
PUBLIC WORKS(8)
DEPARTMENT MANHOLE FRAME AND COVER
DECEMBER 2008
4T (1/A -E
PIPE MATERIAL AS SPECIFIED_
BY THE ENGINEER
�-
1. AN AN -OUTS DLA E9� S"LL 13 EASE JO DSAJ IRiN1 -TIGHT ASSEMBLY.
c 8 (�ODU�C� NB: 0 3) GIS SQUARECLEAN OOT' SHALL BE A WATER
AS MBLY.
2 UNIMPROVED-AREAS,OP(XJR ARPM IRE RSG AND COOVER4
ONC�� 0�
I
- - - - - STD. PLAN - 403.1
0401 PUBLIC WORKS 8" OR 6" CLEANOUT
0 DEPARTMENT FOR SANITARY SEWER MAINloot
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: NTS
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY
VERTICAL raw 1988
CITY 0 F
HORIZONTAL: NAD 1983/153/1 991
PENTON
DATUM "
Planning/Building/Public Works Dept.
p W (SEE NOTE 7) &Ws LIMITS] OF PIPE ZONE
N
VI �
BEDDING MF TFRIAL FOR O
TEE NOTE
SEE�WER [PIPE .D.' OF PIPE O
FOUNNbA UIN LEVEL
BEDD�NC �F10R S�NITARY SEWER FWE �
Il
I�
-. II
I �I
1. PROyICfE1 UNIFORM SUPPORT UNDER Is'AIORELI
2. HAND TAMP UNDER IHALINCI ISS.
3. COMPACT BEDDINd MAT IAt� T9 R9 % lill DENSITY tE]KgEPT DIliEC�TEY
OVER I PIK. HA.NID TAW -01I
4. PSTA INSTALL 4Q P� PER S C 17 -OB OF THE
STANDA SpPP�EEE01 CV
5. OF �ENU�IDAR FC�11i1 01 n0 GREY2� , T
O
6. Pul_NE�E M WAN �R A 1� AS ®SSE FLOW IS IMAINTAINFTII O
0 7. 1jiENCM NADT�I-$tlAtt E i€ SiMll a��89�.4 OF"E O
�NRARO-SPEgTFIGATIONS. ' I^
°
9 o s J. ccT J
I - I
I
STD. PLAN - 40S
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS 8 0
ryes xrn, DATE
c'
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
S-392402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ill WASTEWATER UTILITY 0%
(Fitz -James 04/30/2018 dchristen 04/30/2018 ' Q
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SH PL -A, U 16-006297
SEWER NOTES AND DETAILS
R�S�D
Not to Scale
_
LIFT POCKET
-'
Ir
FRAME
0
DATE:
12/14/2017
3/4" LETTERIN°SEWER"
FIELDB OK: NA
2 -��
DIAMETER
2'-0"- _
DRAWING NO:
C16
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SHEET: 16OF-19
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(2) �OLT SOC. (ALLEN AD)
� v
5� - 11 X 1. STAASS
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_
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F_ PARS jj�98T177
TrV.-
-
8A5..B„AND
OR
g/g"
T
EXPANDABLE II II=
FOAM
4T (1/A -E
PIPE MATERIAL AS SPECIFIED_
BY THE ENGINEER
�-
1. AN AN -OUTS DLA E9� S"LL 13 EASE JO DSAJ IRiN1 -TIGHT ASSEMBLY.
c 8 (�ODU�C� NB: 0 3) GIS SQUARECLEAN OOT' SHALL BE A WATER
AS MBLY.
2 UNIMPROVED-AREAS,OP(XJR ARPM IRE RSG AND COOVER4
ONC�� 0�
I
- - - - - STD. PLAN - 403.1
0401 PUBLIC WORKS 8" OR 6" CLEANOUT
0 DEPARTMENT FOR SANITARY SEWER MAINloot
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: NTS
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY
VERTICAL raw 1988
CITY 0 F
HORIZONTAL: NAD 1983/153/1 991
PENTON
DATUM "
Planning/Building/Public Works Dept.
p W (SEE NOTE 7) &Ws LIMITS] OF PIPE ZONE
N
VI �
BEDDING MF TFRIAL FOR O
TEE NOTE
SEE�WER [PIPE .D.' OF PIPE O
FOUNNbA UIN LEVEL
BEDD�NC �F10R S�NITARY SEWER FWE �
Il
I�
-. II
I �I
1. PROyICfE1 UNIFORM SUPPORT UNDER Is'AIORELI
2. HAND TAMP UNDER IHALINCI ISS.
3. COMPACT BEDDINd MAT IAt� T9 R9 % lill DENSITY tE]KgEPT DIliEC�TEY
OVER I PIK. HA.NID TAW -01I
4. PSTA INSTALL 4Q P� PER S C 17 -OB OF THE
STANDA SpPP�EEE01 CV
5. OF �ENU�IDAR FC�11i1 01 n0 GREY2� , T
O
6. Pul_NE�E M WAN �R A 1� AS ®SSE FLOW IS IMAINTAINFTII O
0 7. 1jiENCM NADT�I-$tlAtt E i€ SiMll a��89�.4 OF"E O
�NRARO-SPEgTFIGATIONS. ' I^
°
9 o s J. ccT J
I - I
I
STD. PLAN - 40S
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS 8 0
ryes xrn, DATE
c'
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
S-392402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ill WASTEWATER UTILITY 0%
(Fitz -James 04/30/2018 dchristen 04/30/2018 ' Q
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SH PL -A, U 16-006297
SEWER NOTES AND DETAILS
J
n
I/-
-'
Ir
0
DATE:
12/14/2017
=
FIELDB OK: NA
v!
PAGE: NA
Z
DRAWING NO:
C16
0
SHEET: 16OF-19
M