HomeMy WebLinkAboutR-42782000
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DocuSicgn Envelope ID: 6EECF5B6-60-2A-4E4A-B436-A317AA6.18878
�fo*
r_S,4'.w.1T,OR24'
ONE 43 BAR HOOP FOR B' HEIGHT
INCREMENT fSPAC:EQ EQUALi y).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
0-3 BAR EACH CORNER
#a BAR EACH SIDE
�t3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
43 6AkR EACM
CORNER 1MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
*r PUBLIC 1WORKS
DEPARTMENT
PIPE ALLQWWANCES
MA![IMI?M
PIPE MATERIAL
INSIDE
DIAMETERFREFNFORGEAORRLAJN
CONC RETE
12.
ALL METAL PIPP
1 r
CPSSP'
1�,
STD_ SPEC. "5.20
SCHJb WALL PVC,
STD SPEC. "5.12(1 )
19'
PROFILE wALL PVC.
STD SPEC. 9-0512(2)
1
CORRUGATED POLYETHYLENE STORm
SEWER PIPE
NOTES:
1 AS ACCEPTABLE ALTERNAT1493 TO THE RE BAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
OR WIRE MESH HA�AW- AI MINIMU M AREA OF
U-12 513UAI: r_ INCHES Prtn FOOT SHALL BE USEO Wrnq
THE MINIMUM REOLIIRE D REEAR SHOWN IN THE
ALTERNAT NE PRECAST BASE. SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS At♦
ACCEPTABLE ALTERNAtTlVE 70 THE REEAR SHOWN JN
THE 4'2ECTANGULAR AO•iLIStFuET'NT SECTI DN. WIRE MESH
HAVING A MINIMUM AREA OF U.12 SQUARE BMCHF5 PER
FOOT MAY BE USED.
2. THE KNCCI{i71,rT DIAMETER SHALL NOT BF_ GREATER
TH M 2(1'. KNOCKOUTS SHALL HAVE A WALL Ti44CKNE35
OF 2' MIM MUM TO 2 5- MAKRMUM f}ROVIDE A T.5`
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
CKTTSIDE OF THE RIPE AFTER THE PIPE IS INSTAkLI.ED,
FILL TK GAP WITH JOINT MORTAR IN ACCORDANCE WITH
S7AkNDARi7 SPLCIFICATW*4 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FII41SHEO GRADE TO
THE LC4WEST PIPE INVERT SHALL BE 5 FEET
4. THE FRAME AND GRATE MUST BE rNsTALLI=a U+AITH THE
FLANGE DOWN
S. THE PRE -;CAST BASE SECTION MAY HAVE A ROUNDED
FLOOR_ AN R THE WAI_L$ MAY BE SLOPE D AT A RATE CIF
f H;24V OR STEEPED.
6. THE OPENING SHA►iLL BE MEAkSU RED AT THE TOP Of THE
PRECAST BAi,E SECTION.
7. ALL P9CXUF3 HOLI`5 SHALL BE GROUTI=b FULL AFTER THE
INLET RtAS SEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICA710NS IN ACCORDANCE NTH
STANDARD SPECIFIC;ATFOpI0-20.1;2].
a. ALL GRAi]E PLIN 3S AND CAST WOS SHALL BE SET IN
MORTAR IN ACCORDANCE MTH STANDARD
SPECI FICATION S-CA.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND
FRAMES_
9. MORTAR SHALL SE M MED AND A4PPLJED PER
MAIF#LIFACTUREfrS DIRECTIONS.
11). FRAME SHALL Bi; ADJUSTEV TO PAVE-MENT GRAPE BY
TAPPINQ UNTIL FRAME IS FLUSH WITH PAVEMENT Ak$
DETERMINED WITH A STRAIGHT EDGE OF SUi-PCIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL DF TRFMMED FLU H AND
RBkMN VISIBLE UPON COMPLET9014.
CATCH BASIN TYPE I
CATCH BASIN TYPE 1
UNLESS QTHIiit WR$E NQTED EFRAWiNG IS YEIT To SCA€F iNY54
STD. PLAN - 200.00
A5 V:
A 98l()18 I
:45 Al
Docu&ign Envelope ID; 6EECF5B6-602A-4E4A-B436-A317AA638878
n
IF MAX FOR
MAINTENAKE
CATCH BASIN FRAME AND VANED
GRATE PER STO PLAN 2134.00
Rr-CTANWLAR OR C IRCULA9 ACUUSTMENT
SECtION irWO SECTKN%S PhAX_)
M❑RT (TYP,i. SEE NOTE 5
4' MOM.
28' MAX. 1$' MAX. FLAT SLAE TOP
95"_ 12G" OR 144" ` SEE NOTE 6 TVP
STEPS gR
LADDER
- 12' ITYP I
y '• 1' PAN. •1 -
r 74' .5' MA}€. i ' REI NFORC INC4 STEEL, JYP.I
"Cj'RIN{1 MIN,
12' GRA
12VEL 9ACKFILL FOR PIPECiNE
' +
I2^ BEODNG PER WSDOT STD,
1 SPEOFIC.ATION SECTION 9-03.12(3)
SEPARATE RASE ITlTETxRAL BASE
PRECAST PRZECAST'NITH kI$ER
NOTE W
i. NO STEPS ARF RECtARED WHEN HEIGHT IS 4` CR LESS_
2 THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO rACIUTATC CLEANING.
i THE RECTANGULAR FRAME AND GRATF MIST BE
INSTALLED WITH T1HE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE AWLI.STMENT SECTION.
4. KNOCKOUTS SMALL HAVE A WALL THC^ESS OF V
MINIMUM TO 2.5" MAxIWM_ PROVIdE A 1 _fa` M N1MIJM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTER THE PIPE IS iNSTAkLLED, FILL THE {SAP WITH
ADINT MORTAR IN AOCORIJAN(::E WITH STANDARD
SPECIFFCATK)N 9-04.3
5. ALL GRADE RiNGsS, ft2ERS_ AND COZTINGS SHALL BE SET
IN MORTAR IN ACCOROMCE WTTH STANDARD
SPECIFIC`ATK)N 94A.3
6. WH1=k CONNECTING TO A NEW PIPE. USE A FLEXtSLE
CONNECTOR IKOR-"EAL BOOT WITH OORRUGATED PIPE
ADAPTER OR APPROVED EQUAL) WHEN GOINNE"NG TO
M EXISTING PIPE. USE A FA B.RFGATED SAND 041LAA OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7 MDATAR SHALL BE MINED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
S. FRAME $HALL BE AaJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL I=RAME 18 FLUSH WIIH PAVEMENT AS
DIETERMINED WITH A $TFRNGHT EDGE OF SUFFICIENT
LENGTH
9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
I MAIN VISABLE UPON COMPLFTION.
CATCH
GASLN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNES5
MIN.11ASE
THICKNI538
MINIMUM
MAXIMUM DISTANCE
KNOCKOUT SIZE BETWEEN
KNOCKOUTS
4$V
4'
V
36"
8'
fA-
Az`
8"
42
RI'
r
Or
7T
a,
r
60"
12"
w
er
T 2'
72"
T 2'
9r
8,
1:2"
8t,
T2"
120'
11?
$2'
96'
T2'
144'
$2"
12'
1J7Ii'
T2'
PIPE ALLOWANCES
CATCH BASIN
PFPE MATERIAL WITH MAXIMUM INSIDE J3h4MEI
DIAMETER
CO BETE
ALL METAL
R:PSSP 1
SOLID WALL
FVC
PROFILE WALL
nc }
A.E"
?A.
38"
24'
3T
mR
54'
30'
3fi"
30'
H.
36'
&W
36-
42"
36'
4F"
42-
72"
42-
E 4"
42'
46"
4&'
64,E
154-
9.
�A.
48!'
.1m.
w
94'
72.
40'
41r
4E'
12W
6R5'
94'
6U'
'w.
48
144'
1`
99''
60`
4$'
419'
° CORRUGATED PC LYETHVL.ENE STORM SEWER PIPE (STD. SPEC. ff-0&M)
7 STD. SPEC. 9-M-12(14
' STD. SPEC 9-05.12(2)
UNLUS,OTH$XWISI: HOTTED 12RAWING IS !JOT TO SCAU INT51
STD. PLAN - Z01•00
PUBLIC WORKS R
DEPARTMENT CATCH BASIN TYPE A 9/28/2019
CATCH BASIN TYPE 2
NOT TO SCALE L l NOT TO SCALE
O �0 of WAS#r,, C 101DOM
0 � 0
�, -- -
Q Q Qom`- TACOMA SEATTLE
tl
'0P0 697, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI
'�� 4'GISTERE 1�� 1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT
Know what's below. ssIONAL ��G 2215 North 30th Street, Suite 300 Tacoma, WA 98403 / /
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB N0. REVISION BY
Call before you dig. 09/10/2024
SURVEYED:
DESIGNFI
� / RI
9/6/24 DRAWN: GB
�/l6/24 CHEII§K/ MW
DATE I APPR I APPROVED
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
: 4 5 Al
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
Docu ign Envelop ID; 3BlB3403-TI=0A-476C-ADE33-4329FFEOCIOB
1 Z LETTE# LNG
BOLT HALES - $ PLACF9
EQUA: LY SPACED 12(Y zRART QK
23 i iUr DIA. B.C.
1" MAL. PI9:KFI01LF
1 114' LETTERING
25' MA
8 3)4` �
{TYP, j
COVER SECTION VIEW
26 1A2' DJA-
25 l w m
1 is' DIA. NEOPRENE GASKET
1 tA16"
I g`
23 WW DIA- CL OPEN
27 511V DIA.
3+3 1f9' DLO_
FRAME SECTION VJEW
COVER BOTTOM VIEW
PI BLT SpC. (ALLEN HEADJ
$ffl'-11 x 1.$ 5S RUSOFR
WASHER
EON BOLTING DETAIL
T 1f16"
11A
RIM'
GASKET GROOVE DETAIL
NOTES:
1 ALL COVERS SHALL H L DGKING LID PER Ed Nq. 3717C 1
OR APPROVED EQUAL
UI+ILf5S OTHERWISE NOTED. DRAWING IS NOT TO SCALE INTS,
STD. PLAN - 204.50
PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT (PUBLIC) artin Pastucha8/13/2020
Vmw
STORM ROUND FRAME AND COVER
NOT TO SCALE
CITY OF
RENTON
Planning/Building/Public Works Dept.
1 8:48
R-427820
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING a�
HHuynh 12/04/2024
MAPLE HIGHLANDS
AHBL JOB #2221005.10
ROAD & STORM NOTES &
DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C3.12
SHEET: 20 OF: 39
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R- C3.12