HomeMy WebLinkAboutW-29530CI
d.
C I D
PROVIDE SPLASH BLOCK
' „'C DRAIN (TYP 4 LOCATIONS EAST ELEVATION)
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0
cn
6" PERFORATED SUBDRAIN (TYP)
LO
I
N
IE _ 77.50
Iv
N
rr
H
CB #1
9
STMH #2
4" PVC
2 %t
8
6" IE = 77.20 I
CB #3 —
7
6
C I D
PROVIDE SPLASH BLOCK
' „'C DRAIN (TYP 4 LOCATIONS EAST ELEVATION)
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0
ROOF DRAIN SCHEMATIC
DETAIL 1
NTS
5
3/4" SQUARES SPACED — 3/4" Z2'— 0 TYPICAL PAVED SECTION
AS INDICATED — HT. 1/8" I� - CONCRETE
CLASS 3000
00o rvz
11 —0
oo❑ r' _
wim 2-
RAISE -1 /2
❑ ❑ ❑oo FIBER JOINT PACKING I 4 -3/4 _1����'
WIDE BORDER 45° (1/8) BEND
4
4 0. 24" MIN.
PIPE MATERIAL AS SPECIFIED
/ 27' r — o 0 o TYPICAL VAULT
,/4••� , z° sye.. BY THE ENGINEER
0
2 -, GRAVEL BACKFILL FOR DRAIN
WSDOT 9- 03.12(4)
3/4
e =__ PLUG TO BE SEALED 12"
fl o 0
3 5
It IN SAME MANNER AS �— 6" PERFORATED SUBDRAIN PIPE 3
- - - -_ � MAIN SEWER JOINTS: CONTECH A -2000 OR EQAUL
SLOPE @ 2 %f TO DRAIN
CAST IRON RING AND COVER
UNOTE
IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN CONSTRUCTION RECORD DRAWING NOTICE
ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND These record drawings have been prepared eased upon 2
2 C information contained addenda, change orders; or
OVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
other available construction information, and information's
VAULT SUBDRAIN provided by the Contractor, and by others. HDRhas not
CITY OF RENTON STANDARD DETAIL B -076 r verified the accuracy, or completeness 'of the information
- - SECTION A completeness to it and does not warrant . ser�acy or
DETAIL 2 cam lation s of these record drawings. s: Users of this
NTS C20 information shall be solely responsible to verify any and
NTS C20 all information represented herein prior to an such use
of the information.
SURVEYED: — SCALE: AS SHOWN s CITY OF RENTON DATE: 1
OCTOBER, 2003
DESIGNED: J.E. VERTICAL: NAVD 1988 '=`K Planning /Building /Public Works Dept.
.ECONOMIC AND ENGINEERING PROJECT No.
DRAWN: R. B. ONE INCH HORIZONTAL: NAD 1983 /1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358
CHECKED: G.P. AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 MAPLEWO,OD
APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2
rN RECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
DATUM y 9 UTILITY DETAILS 1 OF 2 shr No.
IF NOT ONE INCH Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA
ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY
DWG N0. C20
REVISION BY DATE APPR
A B C D E F G H I J K L M I N w- 253'AA
� SCANNED OCT 2 7 ��as
L 20 3. 2"7��" #g "111
I
6" PERFORATED SUBDRAIN (TYP)
6" x 6" x 6" TEE 30' CLEAN OUT 2
I
CONTECH A -2000 OR EQUAL
IE _ 77.50
IE = 78:60 C2o
IE
PER RENTON
STMH #2
STANDARD B076 (TYP)
6" IE = 77.20 I
6 UP
1 „
9 0' ELBOW
I I
j
VAULT #2
czo I
I 6" CLEAN OUT
IE = 78.42
12" (TYP)
I I
b
L
VAULT #1
/I I
-
- - -J
8
I
e
CLEAN OUT
— 6" 90° ELBOW TYP I
SLOPE Q 2 %f (TYP)
00
I I 75 LF 6" PVC DRAIN Q 2 %t
6"
IE 79.36
(TYP)
SLOPE O 2 %f
1#41111
(TYP)
6., CLEAN OUT 2
IE = 79.22 c2o
VAI
I
I I
PER RENTON L— —
STANDARD 6076 (TYP)
— — — —
7
I I
_
6" PERFORATED
6" x 6" x.6" TEE
— — — — — — — — — — -p
SUBDRAIN (TYP)
IE = 76.80
STMH #4
6" x 4" WYE UP TO RAIN
6„ IE 76.50
LEADER — REF ARCHITECTURAL
ELEVATIONS SHEETS (TYP) A3,
A4, AND A5
6
6» PVC CLEAN —OUT 2
VAULT SUBDRAIN DETAILS
PER RENTON STD B -076 k,220,/
DETAIL 3
IE = 82.50
NTS
ROOF DRAIN SCHEMATIC
DETAIL 1
NTS
5
3/4" SQUARES SPACED — 3/4" Z2'— 0 TYPICAL PAVED SECTION
AS INDICATED — HT. 1/8" I� - CONCRETE
CLASS 3000
00o rvz
11 —0
oo❑ r' _
wim 2-
RAISE -1 /2
❑ ❑ ❑oo FIBER JOINT PACKING I 4 -3/4 _1����'
WIDE BORDER 45° (1/8) BEND
4
4 0. 24" MIN.
PIPE MATERIAL AS SPECIFIED
/ 27' r — o 0 o TYPICAL VAULT
,/4••� , z° sye.. BY THE ENGINEER
0
2 -, GRAVEL BACKFILL FOR DRAIN
WSDOT 9- 03.12(4)
3/4
e =__ PLUG TO BE SEALED 12"
fl o 0
3 5
It IN SAME MANNER AS �— 6" PERFORATED SUBDRAIN PIPE 3
- - - -_ � MAIN SEWER JOINTS: CONTECH A -2000 OR EQAUL
SLOPE @ 2 %f TO DRAIN
CAST IRON RING AND COVER
UNOTE
IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN CONSTRUCTION RECORD DRAWING NOTICE
ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND These record drawings have been prepared eased upon 2
2 C information contained addenda, change orders; or
OVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
other available construction information, and information's
VAULT SUBDRAIN provided by the Contractor, and by others. HDRhas not
CITY OF RENTON STANDARD DETAIL B -076 r verified the accuracy, or completeness 'of the information
- - SECTION A completeness to it and does not warrant . ser�acy or
DETAIL 2 cam lation s of these record drawings. s: Users of this
NTS C20 information shall be solely responsible to verify any and
NTS C20 all information represented herein prior to an such use
of the information.
SURVEYED: — SCALE: AS SHOWN s CITY OF RENTON DATE: 1
OCTOBER, 2003
DESIGNED: J.E. VERTICAL: NAVD 1988 '=`K Planning /Building /Public Works Dept.
.ECONOMIC AND ENGINEERING PROJECT No.
DRAWN: R. B. ONE INCH HORIZONTAL: NAD 1983 /1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358
CHECKED: G.P. AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 MAPLEWO,OD
APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2
rN RECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
DATUM y 9 UTILITY DETAILS 1 OF 2 shr No.
IF NOT ONE INCH Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA
ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY
DWG N0. C20
REVISION BY DATE APPR
A B C D E F G H I J K L M I N w- 253'AA
� SCANNED OCT 2 7 ��as
L 20 3. 2"7��" #g "111