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TY EX 88Mi K EX.PE1-N
STA: 0+39.58, 3.69' R
N:165073.4228 E:1298923.7179
RIM = 7;3.48 73.60
I �:�I =I►�yC67►I V�e1ILIIelILIlDlV:ii7itl4:
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
I 8800 #4,
STA: L
I
I
RECORD DRA WING
105.230, E:129
N:165105.2388 E:1298930.3387
RIM = 72.94
I
IE = 63.00 (6" SE) PARKWG GARAGE
I
88C0 f6, EXPANSION
I
I
EXISTING BUILDNG
STA: 0+58.25, 22.89' L
I
FF- 90.0 t
i
N:165093.9588 E:1298948.p5472
8800 #
I
8800 f2, PER CRY 8TD. PLAN 405.1
RIM = 75.83
STA: 0+72.24, 37.10'
L
STA: 2+23.33, 63.34' L
IE - 62.41 (6" E) I
N:165104.7165 E:1298964.4654
N:165122.3442 E:1299106.5822
IE - 62.41 (6" SW)
RIM = 76.44
8800 #
I
RIM = 89.65
IE = 63.00 (6" S)
S A: 0+74.51, 26.30' L
IE = 85.71 (6" S) (MATCH EX. STUB ELEVATION)
11
LF 6
N:1165093.7196
E:1298964.1817
2 LF 6" SS
0 2.96%
RIM = 77.33
SS 0 2.00% i
IEI = 62.67 (6"
N)
I
IEI = 62.67 6"
(
W )
EXISTING SANITARY SEWER. CONTRACTOR TO
IELD-VERIEY-
LOCATION AND DEPTH PRIOR TO
MA
_ - -
I ECTION OF -NEW -§M- TA - -
-
88M K PER CRY 61D. PLAN 4001
"
STA: 1-,
3 .117, z i 1 +37.19,
' ,
I
IO
I
I
I RIM = -83.1
N:1
83.31
2.
9
.7
62
- - - Fj
" SD 35 SS 0 2.0% MIN (PRIVATE)
1�
80 I
IE _ 69.95
(8" E) 69.91
$ ® 2.00 o
IE _
5 (8 S) 69.91
CITY EASEMENT IS NOT REQUIRED
s \
IE _ 69.85
(8" W) 70. 11
- -
_FOR PRIVATE SEWER SYSTEM
-
15' SEWER EASEMENT - - - -- - - - -Y
ss 0 2.0
\\
/
9% -`-J
PRIVATE
--
--- -
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-
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_ .52% faNa�_,,,.
N�
- -
--- -
- - ----------
-- ----------------
. PW N 4001 i
1
2+00
STA: 'Z4.Zg�1-4,Z=6 2+23.08, 9, LT
:,i 5059.
IE = 61.68 8" E 61.10 1000 GALLON OL BEPkRA R- . . AT
( ) » ^ _ _ _ _ - PRIVATE _ 7 1
IE = 61�7 (6" NE)62.00 STA: 0+65.7 2 6' L EX EL C LI \� - - _ - - N - _ - - N _ _ --295
- -
EX IE = 61.50 (8" NW) RIM = 4' / N.165097.49 :1298943.198 \\ \ SSC014, PER CRY 8TD PLAN 4031 _ _ - -
( ) F,j1.55 (6" E) �� \ _ _ - STA: 1 +42.56, 21.36' R
IE _ 1
IE = " W)161.20 (6" SW) /�I ` \ RIKA = $A90038 E:1299025.0260
EX 12"
EXIL STM BUDING / / // /\ _ IE = 70.40 (8" N) WATER LINE
4
.A
85
75
70
55
SEWER EXTENSION PLAN (NOT UNDER THIS PER
1 "=20' HORIZONTAL
-0+50 0+00 1+00
SEWER EXTENSION PROFILE
1 "=20' HORIZONTAL, 1 =5' VERTICAL
4 REW9SED PER AS -BUILT CONDITIONS
CP-03
CP-02
ADDENDUM #2
NO.
REVISION
2+00 3+00
SURVEYED:
BCE
SCALE:
1 "-20,
CK
09 13 17
AS
DESIGNED:
ZTW
ZTW
02/24/17
AS
ZTW
01/30/17
AS
DRAW
ONE INCH
ZTW
11/04/16
AS
CHECKED:
AS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPRAOCVED:
.7
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE 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. A SET OF APPROVED PLANS SHALL
BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
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.A PRE -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
CANY 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 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.
10.13ACKFILL 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 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.
11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY
12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM
1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM
85 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED
ON THE PLANS.
13.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.
90
14.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 &
85 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 WILL BE SUPPORTED ON A UNIFORMLY DENSE,
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
80 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE
APPROVED BY THE WASTEWATER UTILITY.
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
75 MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER
CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
70 NOTE
CITY TRENCH RESTORATION STANDARDS APPLY FOR ALL UTILITY TRENCHES.
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55
3+50
VERTICAL: NAD AD 1 CITY O F
HORIZONTAL: 983/183/1991
RENTON
DATU M
Planning/Building/Public Works Dept.
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APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE
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DATE:
SEWER EXTENSION PLAN AND PROFILE 03/13/2019 cm
UW MEDICINE - VALLEY MEDICAL CENTER FIELDB°GK v
NORTH GARAGE EXPANSION PAGE z
DRAWING N0: m
400 SOUTH 43rd STREET °
RENTON, WASHINGTON 98055 SHEET: S1 OF: 24
S-393701