HomeMy WebLinkAboutD-20420DFOR TOP SLAB GENERAL NOTES-
TOP TOP SLAB ELEVATION REINF SEE 1. THE DESIGN SHOWN ON THE DRAWINGS IS
1'8.3 ±. MATCH 4 INTENDED TO - -BE A COMPLETE AND FUNCTIONAL
ADD 11- #5 T &B T'fP _ PAVING SLOPE, SEE - FACILITY, WITH MANY OF THE DETAILS TO BE
SHEET C51 DESIGNED AND PROVIDED BY THE CONTRACTOR-
#5 x 2' -C @1870C THE CONTRACTOR. WILL BE RESPONSIBLE FOR
-O^ ALL DETAILS, MODIFICATIONS, AND CHANGES
T,'P REQUIRED TO RESULT IN A COMPLETE AND
32" CEMENT CONC FUNCTIONAL INSTALLATION- SEE SPEC SECTION
\ �
ADD 2- #6 BOTTOM �j PAVEMENT PER 02745.
AND 1- #5 TOP, DETAIL
TYPICAL a 1 2. PROVIDE 3- 1/2 7THICK ORIFICE PLATES_
li �+ a C52 PLATE 1 - WITH 8" DIA ORIFICE
�/� ��
TOP OF WEIR PLATE 2 - WITH 10" DIA ORIFICE
1
i 1 14" DIA PIPE BEYOND--,,, /. #6 @6 "OC PLATE 3 - WITH 11" DIA ORIFICE
INSTALL ONE PLATE AS DIRECTED, INVERT
8E =14.6 OF ORIFICE TO BE AT INVERT OF PIPE_
�
- / 5/8 "DIA SS EXP BOLT @8 °OC
1E =12.80 #5 @ 12" OC IZ E 8> 1 /4" BENT SS PLATE
' _ PROVIDE HORIZ REINF 1/4
10" DIA ORIFICE PLATE ( - AT WALL INTERSECTIONS STIFFENERS 1/8" x3" x1' -4' PLATE WASHER
SEE NOTE 2 `
PER DETAIL 5 @8 "OC 1 /2OTA E SS BOLT @6 °O
I I WEDGE WIRE ' =10 -� S501 3 TOTAL PER PANEL EL 16-20
_ SCREEN I i
SEE SPEC SECTION \ °
/ + 02745 �� — J 8 WEIR BEYOND
24 7DIA MANHOLE ' °° r3 ° °�
�`- ,,-EL 15 -50
FRAME AND COVER
TYPICAL OF 35 L 12 "OC EW T &8 4 SS WEDGE WIRE
SEE S501 i SCREEN FRAME
12" 10 -O 12 FOR REINF 1
12' -0" AT SUMP TYP 3 ' x4 "BENT
NUT TO 1 4SS PLATE
PLATE EA SIDE
TOP PLAN 1 5/8 "DIA SS EXP
BOLTS @8'OC SHIM
SECTION 3 EL 10 -83- MIN EMBED TYP 1 "GROUT
9,
I l (il P
WEDGE WIRE
2'- -3" SCREEN ATTACHMENT s
I
SCALE: 1 1/2"=V-0"
-
24" DIA CONC PIPE 14' DIA DI
PIPES MATCH SURFACE ELEVATION OF WEIR PLATE WITHOUT SCUM BAFFLE
1 + 3 STRUCTURE TO PAVEMENT SLOPE E M150 DETAIL 2/S501 SET AT 14 "FLANGEBACK
8 FOR TYP REINF DETAIL SLIDE GATE W/
6 06'OC TOP
SEE DETAIL NON- RISING STEM
WATER STOP 5501 AT WALL PENETRATIONS AND 2'SQUARE
MAX, TYPICAL RING
j I #5 @12 "OC TOP & BOTTOM OPERATOR NUT
8n4 12" CEMENT CONC PROVIDE OPERATING
i I �� #6 @6 "OC BOTTOM PAVEMENT 24'DIA NON LOCKING
LID PER CITY OF NUT EXTENSION AND
io I RENTON STANDARD I VALVE BOX FOR
+ DETAIL 3.6:7 SURFACE OPERATION
o \�i� \ % \�i` 14'DIA DI
EXIST 15" DIA �� = WALL REIN' 16.20 ORIFACE PLATE \
CONC PIPE 27 DIA CONC PIPE j _DEL 16.20 _
SIMILAR TO SEE NOT 27 Ii
—EL
TOP OF WALL WEIR WALL �/ EL 75.50
4 WEDGE EL 16.20 __ THIS SECTION T IE =a 4.6 30' -
WIRE SCREEN -- - - - -- _
- 13 LADDER RUNGS
IE= CO
o - - -- 3 PANELS! EL 1450 PER DETAIL _j_
- - -- -- - -
-- TOP OF WALL - -- _ IE =11.30 #5 @72 OC MIN WS Q 5501
EL 15.50 EL 13.2 IE =14.00 WATERSTOP CATDH BASIN IIPER
- -- - - - - -, 2'- 0 °x2' -TxCD y
I SUMP, TYP OF 2 EL 10.83 RING TYP _ CITY OF RENTON
4' -6" 1 SEE 2 PLACES STANDARD
I
S501 e a DETAIL 32.3
'; I ° � $ °° V ° UNSUITABLE FOUNDATION `° 14 "DIA DI
o ° ° EXCAVATION AND BACKFILL I x
N } a II j II FIBERGLASS LADDER, Q
%\ v. \/ i` LOCATION AND DEPTH TO 2
~ SECURE AT BOTTOM WEDGE WIRE SCREEN
1 LADDER RUNG AND TOP SLABS 3 PANELS, SEE SPEC BE DEcERMINED BY _ _ TYLPXOFO2PLING
AT MANHOLE WITH 1/2-DIA SS SECTION 02745 ENGINEER, PAID FOR
12" DIA CONC PIPE SEE 6 EXPANSION BOLTS WALL AND SLAB UNDER BID ITEM 2. PLAN
REINF PER GEOTEXTILE USED WITH
S501 DETAIL 3/S503 CATCH BASIN NUMBER 6 6
12" 12" UNSUITABLE FOUNDATION C100
12" 10 -4 8" 5' -0" 12" EXCAVATION AND BACKFILL SCALE: NONE
--
N R; -CORD DRD' NGS CITY OF RENTON
II "` DEPARTMENT OF PUBLIC WORKS
SECTION 4 t
jj `P DIVERSION STRUCTURE DETAILS
- ,A 4 —OI PARKING AREA
BOTTOM PLAN 2 A , DESIGNED: DATE: 2/93 FILE NAME: S503
A/ DRAWN: SCALEAS SHOWN Fl. BOOk. PAGE.
CHECKED:
NO. REVISION BY APPR. DATE APPROVED: SHEET: 13 OF: 13
-s wR -- 3o -2042
I I I 1 1 I I eA I I 1 I X I i I X I =