HomeMy WebLinkAboutS-387806S-387806
18.50 12"(IN)NE�
ACCESS 70 CENTER,
I NO /N/OUT PIPE,
TOM STRUCTURE
A-1500'
LJJ
LL
LL
O
IX FIRE DEPARTME
0
CONNECTION
0-
=
IX FIRE HYDRANT-
0
CAST 11V PLACE CONCRETE BOX-
(OES/CN BUILD)
MSTALLED ON TOP OF EX
TUNNEL 18'STORM PENETRATION
9 EAST WALL OF BOX
TOP OF BOX LIT EL=19.041
TE=1675± BADE
SOX TO HE BURIES UNDER
STRUCTURAL RACKETY
WINO SURFACE ACCESS
EX CB TYPE /1-48
W� SOLID
1
c
y
III
SOgJ1A, CB OF 1
MY 21.48
H 1859 8"(0UT)NW
RID
W
/
III
V
I
STIA1, 60"MANHOLE
R/M 2ECf
LE 12.50 15"(INJSE
1
1E 19,00 12"(OUSSW
LD
TI
0
--
cENERAroR
' PSE VAULT J03
SDjA3, CB TYPE 1
RIM 21.00
LE 1955 6 flN)TRENCH SOJA4, CB TYPE 7�
lE 1880 B !IV)NE RIM 21,55
LE 1880 8 (OOE)SW IS 20,10 6fl/N)IRENCH
ITT19.40 8 (OUT)SW
w/ (11) 27' CAR7R/DGES
k / RIM REV.=2136
444 VAULT LE 1585 15(lN)SE
P 6.0o e (iN)NE -
LE 1275 15 (NO)II
l e e- .
4- G
LL n ILE
S
RIM 21.50
EX CB UE 1I-48 I -
ILT 1636 15'(N)UT !-
IE 1656 RE'(CURIT V ' -
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verif ed invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
EXXEL PACIFIC IN AUGUST 2019
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
33708
COMPACTOR
OUTLINE OF
HOTEL BUILDING
TRASH COMPACTOR AREA
FULLY COVERED WITH BL
OVERHEAD. AREA TO INCI
FLOOR DRAIN AND GREA'.
INTERCEPTOR. SEE INTER
PLUMBING PLANS FOR S'
LAYOUT AND DETAILS
!I I I II
SEE SHEET C402
ZGF
qV
Seca..M0'N6N},Ise' °a
COUGHLINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
NO.
C�
L
REVISION
STA 51+24.2
IE 7.50 6°(I
IE 7.25 6°
JE
J
8' SANITARY SEWER POC
IE 2210
EX FIRE HYDRANT
EX WATER
EX CB TYPE ! �
RIM 30,10
8,60 6 frf!)s RRE,
lE 6 D'A S
7 lEzs.'Psw
---------- -7E �1TL -
_• HOTEL BU
O
1
MODEL OLDCASTLE 5106-GA 15001GALLI
IE 26.75 6° 1 )SW
IE 26.50 6°� NE \
SEE PLUMBIN PLANS FOR CONTINUA110N
5 LF 6"SS®2
6° SANITARY $EWER POCK
IE 27.00
6° SSCO-
SEE PLUMBINC
PLANS
RIM 31.80
FOR CONTINU
TION
IE 2690
6° SANITARY SEWER
POI�
IE 20.82
7 LF 6" SSA
eEEMolN
FOR CONTINU
TION
6" SSCO
RIM 31.91
IE 20.82
LF 8" SSI
TRENCH
/ RIM �'( 3 \
/ IE 2 .13 (IN)SE ,o
IE 2 0 6°(((IN))SW
IE 19.96 8" IN S
9.86 8° 01
I RNAL VERT DROP
UCTURE S ER
IE 26.06 6" IN) TO IX
IE 19.96 6" OUT) IE 18.E
PER CDR STD DTL 402.1
22 LF 6" SS
00
26 LF 6" SS .i r°k
20.30
9 8 SSC
,�b°I• STA 51
89.0'
RIM TO
SCO IE 20.3
CalDl beIlg.fore you Approved By: Date:
8-I-I
r I-800424-5555
UNDERGROUND Approved By: Date:
SERVICE (USA)
0 10 20 40 Approved By: Date:
SCALE 1'=20' Approved By: Date:
L r/
SSMH
29.00
V)=19.70 10"CONC
JW)=19.00 16 CONC
f)=1890 10 CONC
4 TEMPORARY BENCHMARK 6"
' BET PK-NAB AT EDGE OF ASPHALT
.4 12L"I�AOON = 29. 18'
�.4 12 (0UT)E EX STUB
RLM=29.24
/ LEUW)- 894 12""PI/C
EX CH SATINY
18"PI/C
1MLA-2 BOTTOM=1724
AR=265
I, 4B
NO
1. 0 X FIRE HYDRANT TO
/�BPPERsroar
c
RD
J � �
� T
ECTIOW \ 15' S 100
Del
5 "H
tih°R N
® J18
��18.J2
IN RNAL VERT DROP STRUCTUR � /? IE=1 . � IE=17. k
IE 6.83 6"1 J(F
IE 9.96 6"(OUT)
PER CDR STD DTL 402.1
-21 L
�5 LF°6" SS ® 2.2%
RIM 3 .80
61
6LF6°SS0
SS TOP=1 A
SD IE=21.62
IE=17.62 (IX IE=1
IE 8.0TL511))F)
Gp RAG F7N�tRY IE 27.75 UUIU L Ur UAMUL ULUUW
SE PLFF= 2A0 SEE PLUMBING PLANS
FO COTIFOR CONTINUATION
I
SEE SHEET - C403
AS NOTED 1°ID1R0Li xra Teal Iasi
e '7 >} CITY OF
X0"
RENTON
IXIE Incx DATUM
•*N+LL Planning/Building/Public Works Dept.
IF NOT ONE INCH
NN£ ICCONONCLT
Legend //A
�
N 79'33'06" E - 46.81' PROPERTY LINE
Ex ae�mm9
BUILDING
ASPHALT PAVEMENT
O
CONCRETE PAVEMENT
1z"ss 8" S SANITARY SEWER
-
SS �'Y"
r )SSMSD 55CO O • SANITARY MH/CO
e"sT STORM DRAINAGE PIPE
M e n ®o YD/CO/CB/CB 2/NTH
lz" Dr w W 1 WATER MAIN
fH�fFOc Ply � • N FH/FDC/PN/VALVE
VC
F*D�PIV
®wM O WATER VAULT/METER
N
ADJUST MANHOLE RIM
AND COVER TO EL 30.3t
RIM EL
RE FOR N
RECHANNEL FOR NEW SSS
PER COR STANDARDS
CONNECT NEW 10" SEWER MAIN TO EXISTING MANHOLE
IE=18.32 (EX)
PER CDR STD PLAN 400.1 USING GPK ADAPTER, KOI. SEAL
BOOTS, OR APPROVED EQUAL GROUT EXISTING KNOCKOUT.
REMOVE AND RELOCATE EXISTING FIRE HYDRA
PER CITY OF RENTON STANDARDS. CONTRACT
SHALL COORDINATE WITH THE OF RENT
WATER CREWS FOR PORTIONS OF THE WORK.
CONTRACTOR SHALL LOCATE AND EXCAVATE T
EXPOSE THE EXISTING HYDRANT GATE VALVE
AND PIPE. CITY CREWS TO PERFORM ALL
WORK INCLUDING CLOSING THE VALVE,
REMOVAL, AND REPLACEMENT OF THE HYD
1
IT
SEE SEWER TREN
H
CONTRACTOR SHALL INSTALL CONCRETE THRU
DETAIL SHEET C
ABANDON IX
r
3
SM
BLOCK, PERFORM ALL BACKFILL AND SURF]
s RESTORATION.
REMOVE LID A
D
16 LF 6° DI CL52
FILL BASE
WATER QUALM
caul
(,R) LOCATIONS APPROXIMATE -VERIFY LOCATION
C AND ELEVATION PRIOR TO CONSTRUCTION.
s EX
°NTH,
EXTEND SIDE SEWER AND RECONNECT TO
/
AN
COL
R =
1.72 NEW 10" SEWER MAIN. /
H2
RR
LEV
LEVE=20
2 REPLACE SIDE SEWER AS NEEDED TO
807
TOY=
22 ACHIEVE MIN 2.0% SLOPE.
C
I
EX SSMH
C
RIM =289J
LE(SWLE) TOH C
E MH CTR CHN=18.06
877
WRR watt CONNECT NEW 6" PUBUC SEWE
Os1 2aA TO EXISTING MANHOLE AT EXISTI G
PER CDR STD PLAN 400.1 USIN
81 THA0041
W�4'lfl&
6'w
6 ADAPTER, KSEAL BOOTS,
EQUAL
APPROVED EQUAL
r
e e
BM
�, I
�• � f rr
t/I��I"I
SOUTHPORT OFFICE
RENTON WASHINGTON
UTILITY PLAN
10/25/2019
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C401
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X
LOCK/N
LLD
RI.IA 21.78
'
IE 76.88 NE 18"
PEP
IE l6.88 BE 18"
PEP