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a 17
CONSTRX'nON RECORD
DRAWING
C.0 THIS CONSTRUCTION RECORDING DRAWING IS A
M COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
N EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
V0HAts
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2s� C11
Q-
`T"NG E N G XN��
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
CONSTRUCTION NOTES AND DETAILS
it
UW MEDICINE - VALLEY MEDICAL CENTER
MEDICAL OFFICE BUILDING EXPANSION
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
_ 1
BEDDING FOR SANITARY SEWER PIPE
NOTES;
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03,12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
FIR11PUBLIC WORKS PIPE BEDDING APPROVED:
DEPARTMENT FOR SANITARY SEWERS 1A � o
Nkarc oan
weeciwrw n .1m JDATE'd
EX. SEWER MAIN
- - PROPERTY UNE
'OOL (LENGTH AS NEEDED) i i •-'•-..-..-
3
o F 3'-0"
6" SEWER STUBE FUTURE 4" SIDE SEWER
\
/ ` 2 " x 4" STUD MARKING POST PAINTED
`SEWER MAIN TEE X 6" TEE I
6' CAP f WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
Z I
WRAPPED AROUND THE STUD AND
\
EXTENDED TO THE TOP OF THE STUD.
`COUPLING (TYP.) < I
3•
g I
B'XB'XS" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
'
APPROVED EQUAL, SPECIFY "SEWER- ON LID),
rc I
(SEE STD. PLAN 403.1 FOR INSTALLATION)
I
r -----
�__-� JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS k PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN _2.0X MIN. SLOP _2
` FUTURE 4" SIDE SEWER
\6" SEWER STUB 6"%6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPT 18 i M c FOR MOE SEIMER CONNECTIONS TO EASTING SEINER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED PATH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 WISEWER
CONBLO/1HORIZONTAL
6" MIN. r SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLL
OF TEE AT MAIN. B N 5' AND 45' TYPICAL SIDE R
(NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -406.1
• PUBLIC WORKS INSTALLATION
7�
(SEWER MAIN TO PROPERTY LINE) 4DEPARTMENT
�Q SA 1,
WASy�
-yc'A
24661
e6'
/STE
AL
7' I
1
'B'
f
NOT TO SCALE
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
OR CAST IN SHELF.
'A'
'B'
'C'
'D'
I 'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
1 21" 1. D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN,
1 24" I.D.
60" MH
6 0 ""
8" MIN.
1 6" MIN,
1 42" MIN.
I 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.
Y o SM. PLAN - 400.1
+�
/ y+ PUBLIC WORKS STANDARD SANITARY MANHOLE NZO� DEPARTMENT
SEPTEMBER 2011
LENGTH FT
w
0
i 50
too
150
200
a 250
25
300
Z 350
°a 400
450
LENGTH FT
w
0
a 50
w 150
< 200
0 250
300
z
- 350
400
450
LENGTH FT
a
0
a 50
too
150
a 200
0 250
z 300
350
400
450
LENGTH FT
w
a
0
l50
100
u 150
a 200
0 250
i 300
n 350
400
450
PROCEDURE:
SLOWLY PRESSURIZE
THE PIPE
TO 4.0
P.S.I.G.
ALL SEWER PIPE SHALL MEET A MINIMUM
AIR
ALLOW 2 MINUTES FOR
STABILIZATION,
ADDING
PRESSURE TEST OF
4.0 P.S.I.G.
FOR
5 MINUTES
AIR AS REQUIRED
TO STABILIZE
THE PRESSURE
WITH NO LOSS OF PRESSURE,
IF
THERE
IS A LOSS
AT 4.0 P.S.I.G.
OF PRESSURE, THEN
THE
TIME OF THE DROP FROM
3.5 P.S.I.G. TO 2.5 P.S.I.G.
SHALL
NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES.
°e
Puauc WORKS
DEPARTMENT
AIR TEST TABLE
( LOW PRESSURE)
S19. PLAN - 410
MARCH 2O08
-o
FOR SANITARY SEWERS
1 REVISED PER AS -BUILT CONDITIONS
NO. REVISION
6 w. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
00
0
80
160
236
316
396
476
556
632
680
80140
J08
220
300
380
456
536
616
696
712
708
280
360
440
520
600
676
748
744
736
732
728
424
500
580
660
740
780
772
764
756
748
744
564
644
720
800
808
796
788
780
772
764
760
704
784
856
836
820
808
800
792
784
776
772
844
880
860
844
832
820
808
800
792
788
780
908
884
868
852
840
828
820
808
804
796
788
908
888
872
856
844
836
624
816
808
804
796
908
888
876
860
852
840
832
824
816
SOS
804
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
220
300
380
456
536
616
696
768
760
752
744
4a0
520
600
676
756
836
840
828
8t2
604
792
660
740
820
896
932
908
888
868
856
840
832
880
960
1028
992
964
940
920
900
888
872
860
1100
1084
1044
1012
988
964
944
928
912
900
888
1132
1092
t056
1028
1004
984
964
948
932
920
908
132
1096
1068
1040
1076
996
980
964
948
936
924
1132
111
7100
1076
1052
1028
1008
992
976
964
952
940
1132
1104
1080
1056
1036
1020
1004
988
976
964
952
TIME
SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
316
396
476
556
632
712
832
816
804
804
792
632
712
792
872
952
984
952
928
908
888
876
952
1028
1108
1132
1088
1052
1020
992
972
952
936
1268
1284
1224
1176
1132
1100
1068
1044
1020
1000
984
1360
1300
1248
1204
1164
1132
1104
1080
1056
1036
1020
1360
1308
1264
1224
1192
1160
1132
1108
1088
1068
1052
1360
1316
1276
1240
1208
1180
1156
1132
1112
1096
1076
t360
1320
1284
1252
t224
1200
tt76
1152
1132
t116
tt00
1360
1324
1292
1264
1236
1212
1192
1168
1152
1732
1116
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
376
396
476
556
632
680
680
496
57fi
652
732
812
892
972
948
924
900
884
968
1068
1148
1228
1248
1192
1144
1104
1072
7044
1020
1484
1564
1484
1408
t344
1292
1248
1208
1172
1144
1116
1700
1608
t532
1464
1408
1360
13t6
1280
1248
1276
t192
1700
1624
1560
1504
1452
1408
1368
1332
1304
1272
1248
1636
1580
1532
1484
1444
1408
1376
1344
131fi
1292
11,700
00
1644
1596
1552
1512
1472
1440
1408
1380
1352
1328
1700
1608
1568
1532
1496
1464
1436
1408
1384
1360
1700
11652
t656
t6t6
1580
t548
t516
t484
1a60
ta32
t408
t388
TIME
SECONDS
SURVEYED:
DESIGNED:
TW
DRAWN: ZTW
ZTW 0/28/2 ZTW CHECKED
BY DATE APPR APPROVED:
AS
RECESSED
LIFT POCKET
Tis
I
Not to Scale
FRAME
OR
DABLE
permit
available.
Th
- 14" -
12-3/4"
12-1/4'
CAST IRON RING ANC
Nkw
RII
NOTES:
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
If
�
STD. PLAN - 403.1
�• PUBLIC WORKS 8" OR 6" CLEANOUT APPROVE
'�
DEPARTMENT FOR SANITARY SEWER MAIN 1
c�a 1
vvnae w< w nn nn. 0
I
4" BEND AS REWIRED (NO MORE
THAN 45' BEND). EVERY 2ND {" CLEANOUT WYE WITH -
CHANGE IN DIREC
ON OR GRADE 45' BEND AND PLUG.
NtLL REWIRE A SURFACE (SEE NOTE 11)
CLEANOUT WYE. (SEE NOTE 11) I I
3 7
HOUSE oI HOUSE gl
a a
SURFACE CLEANOUT I 4" SURFACEI
6"z 6"z6" WYE y n CLEANOUT
(SEE STD PUN - 407} - WYE
4" WYE WITH
PROPERTY LINE �r CLEANOUT
� 3' MIN, �
tT. MAIN SEWER LINE F? -
LL
ALL 90' IURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WI1H CLEANOUT AND
45' BEND, TWO 45' BENDS SHALL NOT BE
ACCEPTABLE. (SEE NOTE 11)
I
7
HOUSE �I HOUSE
0
n
.3-0" MIN.
,_ 4" SEWER PIPE
(TYPICAL)
4" SEWER PIPE. SEE NOTES 2
,-4 " TEST TEE WITH AND 3, MINIMUM LINE 512E FOR
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
(TYPICAL) it j
_ PROPERTY LINE
6"z a" REDUCER
-
(TYPICAL)
NOTES:
z
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
1. Prior to installation of o sanitary sewer connection, o side -sewer
-
<
10
ROOD LEVEL RIMS LOCATED BELOW THE ELEVATION
be purchased from the City of Renton Public Works
�
�
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
Departmentmust
o
I
z
a
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EWAL SHALL BE
2. Types of pipe and fittings that can be used for sanitary sewers'n
S
INSTALLED.
shall be approved by the Department of Public Works. Rubber or
m
neoprene gaskets as specified by the manufacturer, shall be
�
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
used on joints.
z
�
SURFACE CLEANOUT
3. A minimum grade of 2% (1 /4" per loot) must be maintained
4". 4"x4" WYE
with 4' - In the event o 2X rode cannot be maintained, the
pipe 9
4"' PIPING
owner must sign a City of Renton grade release form and loco
can install 6" pips of o grade of /X.
R
BUILDING IN FOR
4. For Inspection of side sewer, toll 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 Dackfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approwl will be granted alter the existing septic
SIDE SEWER
BUILDING SEWER
q'_6••
lank has been pumped out and fined with Bond.
TO 3-0
MW�
5. Install side sewer with 2' minimum cover. 18" cover is allowed
_
at the house H outlet is shallow.
L.L_J
6. If side sewer stub Is not
N/A
00
ONE INCH
AT FU
SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
vERncu: NAVE) 1988
HomzoNrAL: HAD 1e83/19e1
DATUM
a CITY OF
RENTON
Planning/Building/Public Works Dept.
SANITARY SEWER NOTES AND SPECIRCATIONS
C�
1.
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
N
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND
V
Q
MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. ASET OF APPROVED PLANS SHALL BE KEPT ON SITE AT
ALL TIMES DURING CONSTRUCTION.
�
U
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY
SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING
BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED
TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT OF WAY.
3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4.
APRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR
(�
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
�
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT
SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
a
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED
AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF
8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
N
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
O
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
�
SAME AS DESCRIBED.
O
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE
V
v
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY DATUM FOR VERTICAL CONTROL SHALL BE NORTH
AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
r-ill
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
04
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
a
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE
PLANS.
12.
ALL DISTURBED AREAS SHALL BE SEEDED AND 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 ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS &SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE
ILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE
BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER C�
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS
OTHERWISE APPROVED BY THE WASTEWATER UTILITY. ^
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND Q
MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE a
MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
S-396403 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS IH
W
U
Q
DATE:
CONSTRUCTION NOTES AND DETAILS 1 2/2s/2o1 7
UW MEDICINE - VALLEY MEDICAL CENTER FlELDEIOOK:
PAGE:
MEDICAL OFFICE BUILDING EXPANSION DRAvnNGNO: w
400 SOUTH 43RD STREET �
RENTON, WA 98055 SHEET: OF:
C20 28