Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutS-396401i
i
x
J
LLI
z
0
Of
0
U
ro
O
N
O
N
0
N
00
N
0
E
\
0
0
3
O
E
i
cn
N
rn
O
00
i
m
0
i
X
W
m
0
0
N
0
00
O
0
0
00
Gj j
Z
B
izz 17
II \
WATER AND SANITARY SEWER PLAN
\
EX. 8 FOR SS II \
CONNECT TO EX. 8" SS W/
__= ►► _ _ ___= FERNCO COUPLER TO BE MEDICINE - VALLEY MEDICALCENTER
"__ ENCASED IN CONCRETE 1 UW
18 LF PRIVATE 8 DI _ �
SS ©1.35% ___ _ ___=
=_ = ti= MEDICAL OFFICE BUILDING EXPANSION
-_-_=_ = =_=__- TEE EX. 6" CONC. SIDE
PRIVAT 8 = _ _ _____ ____ SEWER TO NEW SEWER MAIN. L:' _ • : -.' - e -
_ �I I
® 1.00 _ =_ ___ __ __ _ _ ' sue. - ° " "' ° • e R; : °`• ' : RELOCATED FDC UNDER SEPARATE
--------- L - - - - - - - - .� -.-r - �.; - �. r»_ ;' - - --:.:-•.-.-.�- - -b r.� - J FIRE SPRINKLER PE MIT
_===___ ===_ - - - - - - = __- "• r' s • D` p - I I I j...lv. FIRE HYDRANT ASSEMBLY
____ / •D.---------- PER COR STD. PLAN 310.1
- _______ ____ --- ---- D • - . 71,
II W CONC. BLOCKING
♦•• s
___ __ _ :'� •.� .�'. :� . : �• ���" t:�+ :.� .. _______________ ��::' DETAIL PER SHEET C21
♦ I D D Ds __ - 4 VAN D.
- YaAN-. R �44DIi' ' - - - - - - _ _ II l'., O
INSTALL-
_ _ _ _ =�\ - - :'s ... ' ♦ ♦ : : , : I :� 10 LF 6" D.I. W
•D 9•. .Ds .D•e' 4• .;° D.• °; °. s. w p' d' •• YY I
7
W/ 0ACI 'WATFRI -VALV .:`•..� • ♦4• 1' 4 II 4�.:.• ', / / ,-
_==_ N: 11641185.6951•. • ':�: • 6'" ; . ' 'P D.. . °D.' . •:D °♦. . • :' •. °, :. b. I o
_____ ___ '9� _• ♦ " EX. FIRE HYDRANT TO BE REMOVED.
„ ----= --= E: 129E 822.44 2 0 °� ° °♦+ ° . D `D ♦ I
--------- _• .0 ; I CAP AT THE MAIN. SEE SHEET C3 _ '
TEE EX. 6 CONC. ----- --__ O \ >... .•..
____- ----_ 80.99 RIM I= - 1 12 x6 TAPPING TEE (FL)
SIDE SEWER TO =_____ 6.49 IE " ♦ .p • ♦ I :•� :pis• ?p.•. • e.'D •'' 1-6" GATE VALVE (FLxFL)
NEW SEWER MAIN =___- \ 6 : . : ♦ \
CONC BLOCKING
/
/
/
- G 66.29 IE . 41l)..°e-_-_-_-_-_-_-_- :� __D - - - - - - - - - - - - _ ---- s /
-- - 2---------------- - _-- DETAIL PER SHEET C21
O\------------------ t .•Dls . pl w D'° ..D '°•:• ____ •...•';. :•.P .:. /
\ I ___________________ ____= 1-90° BEND FLxMJ »
- _- \------------------- ... > • ------ (FLxMJ) 1-3 WATER METER
-- --_\\ I ♦•e----------------------- CONC. BLOCKING - --
rl�:,-------- _____---- _ ===- DETAIL PER SHEET C21 =__ _=_ - W/ 4" SERVICE LINE
®^ { •:" PER C.O.R. DETAIL 320.4
ALL
I °
_____.' °.' '> is p•• ,s$ ♦D __ -- ___________ - MOUNT
_NLOCATED ____D_ •-- ----D. __- p
\ ,SPRINKLER OATs
IDED
? FDCROOMN ___ DETAIL PER SHEET C21 =______________ ______
00
_ �r NEW 15' \ 1-12" GATE VALVE (FLxMJ)
)
o `'� 1-12"x4" TEE (FL) WITH 4" GATE VALVE (FLxMJ;
WATER EASEMENT ►
\\ •� _ = I I I (PUBLIC) 1-12" LONG SOLID SLEEVE (MJ)
a \\ •. _ _=_ - = I I I 13 LF 4" D.I. BYPASS CONCRETE BLOCKING PER COR STD. PLAN 330.E
PIV DETAIL PER SHEET C21
RPBA INSIDE SPRINKLER ROOM
"' -I - I I \\ ♦D'. _ _ I I IDDCVA INSIDE SPRINKLER cur 0
1 CIT1f FORCES)
I ROOM \ \ 1-12"x6" TEE (FL)
PER COR STD. PLAN 360.5 >`:� -6"GATE VALVE (FLxMJ)
\1
DETAIL PER SHEET C21 1-12��GATE VALVE (FLxMJ)
EX. SSMH #1251/� \. _ ----= I I I PIV \ $ r, 1-12" LONG SOLID SLEEVE (MJ)
=_= I SSMH ±:' . W CONC. BLOCKING
I W BA K WATER/ �/A E\° _ - - I I W/ BACK WATER I VALVE 12 LF 6 D.I. W r \ "� u
752.59 3 I I I N: 165023.954 ': 1 WATER SERVICE LINE INSTALLED
I 1 E: 2 8909. -___= BY CITY FORCES PER COR STD.
80.14 RI I I ____= I I E: 1299018.6110 I : PLAN 320.1.
/ 73.14 IE$/�( EW I ¢�s ____= I I 83.78 RIM -= ,8�9 I
I _ -_-- I 75.96 IE = �7 (61 S)
73.44 IE f�/QE 8 E) I I .f
/ I --___ I I 75.91 IE = �9 (61 NE) I 3 LF D.I. W ER
I 73.24 IE fa.-6//(EX. I6" W) I -- __-- - - - - - - - - - - - - - - - - - 39C�17 I \ OVA
73.24 IE T(EX. 8" 2 PI S) I D RIM = 83.87
188C010 ❑ \ S \ PL�N 340.8
I I ° •.'p ____= PROPOSED IE = 76.05 (6" N)I RIM = 83.88 I All ET C22 ,
MEDICAL OFFICE IE = 76.05 (6" S) I IE = 76.05 (6" N) 9-X.
o IE = 76.06 (6" S) _ _ _ _ - •1
J yl I ♦ _ _ _ I BUILDING I _
N= M
0 I === I FF=81.0 21 LF 6" PVC ss ®2.00% ___ _ _ _ _ __
°.D•.
I EX. SS H128 I FF=9725 1-4" 11.25" BEND (MJxMJ) ________________
�{''� RIM 8 .92 / I I W/ CONC. BLOCKING---------------
-�73.9 CAP N) I I _ _ -____
I lI) _ = I 13 l F 4" D.I. MAIN TO BYPASS ________________ --__
----------------
0 I _ _______________"
11 IF 6" PVC SS 0 2.00% MIN ----------------
I II ----------------
I EX. SSMH #12 //I i o `P♦: _ I I RAFiEADRAIN80________________
I RIM 81.4 : g =_____________ ____
I IE 74.0 (8"C �yI1W-E I I = i i IE = 81.25 (6" NW)
_______________ COVERED TRASH AREA __ _ -
----------------
// I
I I
--_-_-_-_ .
_______________" _________-
// II =______________- _
I - -
/
o ---
// I rrrrrrrrrrrrrrrrrrrrrrrr p D• ====r= - -rr===rr=_ -=rrr_------r rrrrrrrrr===�rrr_
I s• p' • D:. D: :D D.• • • • A'
'Q
s .o
I
0
P `_____________________________________________________ 10
_ y .
poi//
SEX. 8" WATER AND
HYDRANT TO BE REMOVED E
0
0
LL
0 / i / / / o EX. 8" WATER
TO REMAIN I�
L
QI-�HAs 18215 72ND AVENUE SOUTH P�� SAD
M� � �F
�V KENT, WA 98032 W A Sy1
.��
(425)251-6222
o (425)251-8782 FAX
,L ? o ,p 24661
`71 CIVIL ENGINEERING, LAND PLANNING, �Fss/ONAL�EF�G\��
NG ESURVEYING, ENVIRONMENTAL SERVICES
!CAP EXISTING 8"
WATER AND ABANDON IN
PLACE
1-8"x6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
10 LF 6" D.I. W
I I 8" PLUG (MJ)
I FIRE HYDRANT ASSEMBLY
I I PER COR STD. PLAN 310.1
DETAIL PER PER BLOCKING
NSHEETC21
--I--�--] I I
I I I I I I I I
I I I I I I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I I
I I I I I I I
I I I I I I I I I
4 REVISED PER AS -BUILT CONDITIONS
3 EXISTING SIDE SEWER CONNECTION POINTS AT SE OF SITE
2 REVISED SEWER AND STORM AT TUNNEL AREA
CP-03
0 61
F.ITIRM Me,
SURVEYED:
ZTW
10/28/2C
ZTW
DESIGNED:
zTW
ZTW
5 16 18
ZTW
ZTW
4 25 18
ZTW
DRAWN: ZTW
ZTW
4 2 18
ZTW
CHECKED:
AS
BY
DATE
APPR
APPROVED:
AS
I I I I I I I I
I I I I I I
I I I I I I I
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
W
\
\
0
1
r
CITY OF
RENTON
Planning/Building/Public Works Dept.
�o0�0000�oo
� �o��0000000000000000
LEGEND:
PROPOSED TYPE
II CATCH BASIN
O
PROPOSED TYPE
I CATCH BASIN
EXISTING TYPE II
CATCH BASIN
O
EXISTING TYPE I
CATCH BASIN
PROPOSED STORM DRAIN CLEANOUT
PROPOSED STORM DRAINAGE LINE
EXISTING STORM DRAINAGE LINE
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER MANHOLE •
PROPOSED SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
PROPOSED
TEE
PROPOSED
GATE VALVE
PROPOSED
FIRE HYDRANT
PROPOSED
FDC
PROPOSED
CONCRETE BLOCKING
PROPOSED
WATER METER
0
N
n
NOTES:
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, VERTICAL
BENDS, AND TEES SHALL BE PER COR STANDARD PLANS 330.2
AND 330.3.
2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE
RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC
ROMAGRIP.
3. A SCHEDULE FOR WATER SERVICE CONNECTIONS SHALL BE
COORDINATED WITH THE CITY PUBLIC WORKS INSPECTOR AND CITY
PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER
MAIN NEED TO BE COMPLETED BY THE CITY MAINTENANCE CREWS.
4. POTENTIAL CONFLICTS FOR CONNECTIONS DUE TO EXISTING DUCT
BANK BUILT OVER EXISTING WATER MAIN. CONTRACTOR TO FIELD
VERIFY THAT CONNECTIONS CAN BE MADE. NOTIFY ENGINEER IF
CONFLICTS EXIST.
0
N
S
U
NOTES:
1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO
95% MAXIMUM DENSITY
aQ
2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED
IN CONCRETE
an
W
S-396401
Q
W-396401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
w
V
Q
DATE:
WATER AND SANITARY SEWER PLAN 12/29/2017
UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK:
PAGE
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO:
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF:
C10 28
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.