HomeMy WebLinkAboutR-404912DocuSign Envelope ID: 6EECF5B6.602A4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF586-602A4E4A-B435-A317AA638878
DocuSign Envelope la: 6EECF586-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6.602AAE4A-B436-A317AA636878
ME
4*
FRAME AND VANED GRATE
'i
�1% T. 4", 6', 12'. OR 24-
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREAIFNT (SPACED ERUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
1 �
I
I
*3 BAR EACH CORNER
43 BAR EACH SIDE
#5 EAR EACH WAY v
PRECAST BASE SECTION
#3 BAR HOD'
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
lY
CONCRETE
ALL METAL PIPE
IV
CPSSP',
iZ„
SM. SPEC §.H-x
SOLID WALL PVC,
15"
STD_ SPEC. ms_12(1}
PROFILE WALL PVC,
STD. SPEC.9-05.12(2}
15'
• CORRUGATED POLYETHYUNE STORM
SEYIIER PIPE
NOTES:
1 AS ACCEPTABLE ALTERNATIVES 70 THE REBAR SHOWN
IN TFIE PRECAST BASE SECTION. FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPEGFFICATION
D-05.500A OR WIRE MESH HAVING A MINIMUM AREA OF
D.12 SQUARE INCHES PER FOOT SHALL BE J5ED WITH
THE MINIMUM RECUERED RESAR SHOWN IN THE
ALTERNATIV£PRECASTSAB!ESECTION. WIREMESH
SHALL NOT 8E PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH
HAVING A MINIMUM AREA OF 0_12 SQUARE INCHES PER
FOOT MAY BE U SED
2. THE KNOCKOUT DIAMETER SHALL NOT HE GREATER
THAN 20". KNOCKOUTS SHALS. HAVE A WALL THICKNESS
OF 2" MINIMUM 702.5" MAXIMUM. PROVIDE A I.5-
MLNIMUM GAP BETWEEN THE KNCCKCUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARC SPECIFICATION 91-U.3.
3_ THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE POWH.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR_ AND THE WALLS MA? BE SLOPED AT A RATE OF
1 H:24Y OR STEEPER.
5, THE OPENING SHALL BE MFASUR€ I AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE E FOR
NON$HR INK APPLICATIONS SIN ACCORDANCE WITH
STANDARD SPECIFICATION 9120.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
5PEGIFICATION 4-04.3. THEN APPLY MORTAR TO INSIDE
AND CLRSIDE OF ALL J04NTJS. RINGS, RISERS, AN ❑
FRAMES.
9, MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL EE ADJUSTEO TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLASH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
11. ALL MORTAR JOINTS SHALL EE TRIMMED FLUSH AND
SEE NOTE 1 INVISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION UNLESS a1HERVV15E NOTED, DRAWING 15 NOT 7p SCALE INTSI
STD. PLAN - 200,00
PUBLIC WORKS DPP$ Eb'
14 DEPARTMENT CATCH BASIN TYPE I GAZ 9/28/201s 1
43 BAR EACH
CORNER 1B' MIN.
RECESSED Not to Scale
LOFT POCKET
FRAME
o U � ' 3/4" LETTERING 'SEWER'I^D DIAMETER , 2'-0'
SEWER (2) BCLT SOC. (ALLEN HEAD) 1
(� 5/8" - it % 1,5 STAINI�E55
C� I� STEEL
u REF. PART #'44981177
o u o T
1-3/16"
8" CLASS
/ 5/8„ ASPHALT „$'P
10-1 2"
1/4"
7
2-1/4* BOLT DETAIL
I i 4"
f 12-3/4"�
8"
11" -i
2-1/4
CAST IRON RING AND COVER
45" (1/8) BEND
-- 45' (1/8) BEND
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
ROJE51
1. 9" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
No. 3698 (PRODUCT NO. D0359803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
Z IN UNIMPROVED AREAS, POUR A 1'-0" TH10(. V-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
STD. PLAN - 443.1
Vw R11PUBLIC WORKS 8" OR 6" CLEANOUT A "ROVED
DEPARTMENT FOR SANITARY SEWER MAIN
G r.A 1
:45 A
CATCH BASIN F RAME AND VANED
GRATE PER STD. PLAN 2-04.09
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR_ (TYP.), SEE NOTE 5
4MIN.
23" MAX. w MAX. FLAT SLAB TOP
48', 54%60', 72'. SP,
of 98". 127 OR 144" SEE NOTE C TYP.
15' MAIL FOR -
MAkNTENANGEg--\
STEPS 4R
LADDER `
1 r LT1'P.)
1` MIN. 4
'O'24" 2.5-MAX 1 REINFORVNGSTEEL, ITYR)
MIN. 12" MAX. I GRAVEL BACKFILL FOR PIPE ZONE
lr BEDDING PER WSDOT STD.
SPECIFICATrON SECTION 9.03 1213!
6' 17
SEPARATEBASE INTEGRAL BR5E
PRECAST PRECAST WITH RISER
NOTES:
1. NO STEPS ARE REQUIRED WREN HEIGHT IS 4' OR LESS.
2- THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FAC ILITATE CLEANING.
3, THE RECTANGULAR FRAME AND GRATE MUST BF -
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF Z'
MINIMUM TO2-5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE. APTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9,04.3
5. ALL GRADE RINGS, RISERS, AND CASTINGS $HALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 41�-D4.3.
S. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR {KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTI NG TO
AN EKi5TING PIPE, LIMAFAD MCATED SAND COLLAR QF
THE SAME MATERIAL AS THE CONNECTING PIPE
7 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
6. 1` IM 1E SHALL BE ADJUSTED TO PAVEMI=NT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITHPAVEMENTAS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9. ALL MORTAR JOINTS SHALL M TFUMMEb FLUSH AND
REMAIN VISIBLE UPON COMPLETION_
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN_ BASE
THICKNESS
MA]UMUM
KNOCKOUTS2E
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
4W
4"
6"
B6"
B"
ws
4 "
a
42
e
w
5"
8"
49'
8'
72'
B"
8"
I 80`
12,
w
86
1-e
1 12"
12`
95'
8"
1Y
34"
12'
120"
IT
it
96"
12'
144'
12"
12'
10R'
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL NTH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP'
SOLID WALL
PVC'
PROFILE WALL
PVC'
48"
24,
30"
24'
30,
30"
54"
w
36,
30`
36,
3r
69"
w
42-
36,
42-
Q.
M.
4r
84'
4Z'
48.
4e•
w
54,
8D"
54'
49"
18'
16,
SD"
72"
61'
486
48"
12T
66"
84"
80'
48`
d8"
144'
T8"
96"
60,
48,
40"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
z 5T0. SPEC. 9-05.12111
° STD. SPEC_ 9-W-12(2)
UNLESS OTHVA3A115E NOTtO, DFMWFNG 3S Hot TO SCALE (NT$F
STD. PLAN-Z41.OD
�• PUBLIC WORKS CATCH BASIN TYPE 2 PR
1R1 DEPARTMENT GAZ 9/28/2018
P ... 1Mmb Mmn,"ram RATE
! EX- SEWER MAIN
PROPERTY LINE
JSPOOL (LENGTH AS NEEDED) x
a J� J'-0•
6" SEWER STUF3E � 1 FUTURE 4" SIDE SEYIER
Z"I; 4" STUD MARKING POST PAINTED
SEWER MAN TEE x 6" TEE a fi" CAP WRITE WITH THE WORD "SEWER' STENCILED
IN 3" HIGH SLACk LETTERS AND #6 WIRE
y I WRAPPED AROUND THE STUD AND
ExTENDED TO THE TCP OF THE STUD,
I i COUPLING (TYP.) I
II
1
6"X5'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
F I (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON UO),
I (SEE STD. PLAN 403.1 FOR INSTALLATION)
------------------------
f
r-
`�- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
S0 AS & PLUG (OR APPROVED EQUAL)
REQUIRED
"STIKG SANITARY
SEWER MAIN -�
IN. SLOP
\ 11 FUTURE 4' SIDE SEWER
16" SEWER 5 U6 `s'x6'xE' WYE FUTURE 6",t 4" REDUCER
SEWER MAIN SIZE X 6- TEE
A. wRim CLAY MAIN - CUT IN A NEW PVC 'TEE" USF14G 'STRONG -BACK' FL-EXFM COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT W A NFW PVC "TEE" USING "STRONG -BACK- FLEXUU COUPLINGS (FERNCC OR APPROVED EDUAL).
C_ PVC & CSM PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -GRILLED WTH A ROMAC SADDLE
(OR APPROVED EQUAL),
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR ISLE STRUCTURE
SHALL BE CORE-DRILLED.
V1*G
3000 CONCRETBLOSLOPE
i HaRIZQNTAL
6" MIN. —HANK LSEWER MAIN
OF TEE AT MAIN BETWEEN 25" AND 45' TYPICAL SIDE SEINER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE FI EVAIION, WHICHEVER ES LOWER,
STANDARD SIDE SEINER STO. PLAN - 406.1
• . PUBLIC WORKS
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
•WM NYC CIA
J3NP EN GI N EERI N G
1735 POINTE WOODWORTH DR NE
TACOMA, WA 98422
(206) 730-3348
NO.
REVISION
:45 A
M
3F4" FLAT FAGS GOTHIC
4
�TCIA�
aC
.a a a
0 574Ri1 O
4"
aCloo
8-178' VIA
�{ �,3,6 ❑IA
10-712' DIA
l'21 3f8'-16 SS SOCKET HEAP CAP
75' D:A
; 1) OPEN PICKHOLE �1"
SCREW(ALLENHEAD) WAVSHRS
ON A 8' DIA BOLT CIRCLE
PLAN VIEW
FRAME SECTION
COVER SECTION
CAST IRON FRAME AND
PAVED AREA (TYP )
COVER, SEE NOTE 3
12,
Jl.r---1I
EXTEND CLEANOUT RIDER
2' AB{}VE PESiGN PONpINa
XABOVE
ELEVATION OR PER PLAN
FERNCO GASKETED
Ol11It CAP Dai SIMILAR
� a
" DESIGN PONDING
8' CLASS "B"
ELEVATION
4' STREAMBED C08BLES
PER WSDOT B•03.11I2j
ASPHALT, SEE NOTE 4
j1 C
L 4' COMPACTEO SANDOR
GRAVEL BACICFILL FOR DRAINS
PER WSDOT 9-03.144)
CLEANOUT RISER, SEE NOTE 2 -.'
y
!"I�1
I l T [= T
CLEANOUT RISER,
SOIL TIGHT 45' BEND SEE NOTE 2
YyYE - ..
SOIL TIGHT
COUPLER
UNDERDFiAJN, FOOTING
DRAIN COLLECTOR, OR ;`:
ROOF DRAIN COLLECTOR
PIPE. SEE NOTE T CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
.-ti. II{
TO OVERFLOW STRUCTURE OR
STORM MAIN
u W4&I MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CL£ANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 54NGHES MINIMUM PRIVATE, &INCHES MINIMUM PUBLIC- UNDERDRAIN PIPE PER STP. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL 9E EJ PRODUCT NO. 00307549BOl OR APPROVED EQUAL. COVER TO BE LOCKING WfTH ALLEN HEAD BOLT, MARKEO'STORM'_
4. FOR CLEANOUTS FULLY OR PARTIALLY WITH IN UNPAVED AREAS OUTS DE OF BIORETENDON PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE
COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3"000 PSI.
GENERAL NOTES:
1, CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN CDLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLER AT A MINIMUM OF EVERY 100
FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE_ AND AT EACH ENO OF AN UNDERDRAIN PIPE NO I
CONNECTED TO AN OVERFLOW STRUCTURE_ CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2, ALL FITTINGS SHALL BESOILTIGHT
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE
4. CLEANOUTS SHALL NOT 8E LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLE55 MrFkW I5E NpTEG, DRAW LNG 35 NOT TO SCALE IN TFI
STD. PLAN - 226.00
%r PUBLIC WORKS APPROVE
DEPARTMENT
STORM SYSTEM CLEANOUT GAZ 9/28/2018 I
Pall6 wmbnn".,xwoiu E1ATT
SURVEYED:
DESIGNED:
J3NP
DRAWN:
J3NP
CHECKED:
J3NP
BY DATE APPR A�J3NP
WASTEWATER UTILITY
Ann Fowler 04/23/2019 ul
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
:45 Al'
CONFIGURATION ON SLOPING GROUND
— — — — — — — — — — — — — — — — — — —
DOWN5POLIT WRH CLEANOUT FILTER, SEE DETAIL
CLEANOUT PER STD, PLAN 226.00 I
III'MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1 I
MEN. I
_ 5' h
MIN.
L7
& I
GLEANOUT PER
STD. PLAN 226-00 I
TO STORM ORAN SYSTEM j
FOOTING DRAIN BYPASS
I
MIN MIN. I CLEANOUT PER
STD. PLAN226.1D
TO STORM FAIN SYSTEM I
WITH
CLEANOUT I
10' MIN. LEVEL TRENCH WITH
FILTER.
SEE
RERFgRATEO PIPE, SEE NOTE 1 I
-
—
—
—
—
— — — — — — — — — — — — — — — — — — — — — — �
CONFIRWRATION ON FLAT GROUND
COMPACTED TOPSOIL OR OTHER GLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSD07
SPECIFICATIONS SECTION 0-33 2T1 F TABLE 3 —
_ 1
18" MIN_
I
PLAN VIEW OF PARCEL
6" MIN. PVC
PERFORATED PIPE
PER ASTM 01785
SOL DS1
e LEAVES
FILTER SCREEN
1 FU WASHED +
DRAIN ROCK Li}
75' TO
GROUND
" "f•� ' '�.. 24' MIN.
UKPISTLIRRE❑ NATIVE SOIL .. TYPICAL DOWNSPOUT
MIN. VABOV£SEASONAL HIGH FILTIER DETAIL
GROUNDWATER TABLE
SECTION A
NOTES:
1. TRENCH LENGTH TO BE 19 FEET IN LENGTH FOR EVERY 5,00D SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,WO SF
OF NOWNATNE PERVIOUS SURFACE, OR PORTION THEREOF.
GENERAL NOTES:
,. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INLIECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MAT0.43EMENT,
2. IMPERVIOUS AREAS LARGER THAN 10,0W SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED SY A CIVIL ENGINEER.
S, THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THM 25%.
4, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS_
UNLESS OTHERWISE NOTED, DRAWING I$ NOT To $CALE IPLN
STD, PLAN - 2111,40
11,R)
PUBLIC WORKS PERFORATED STUB -OUT APPIL ED
,„ DEPARTMENT CONNECTION GAZNXIO 9/28/za18 f
reex wwe. s,I:....., ,,. EIATE
A • T9
4� of w A s,y/ f j,
o C
�o 37819 p ��
S'ONALT��NG���,
w . CITY OF
RENTON
Plonning/Building/Public Works Dept.
.45 0
R -404912 Iz
IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ
DEVELOPMENT ENGINEERING WASTEWATER UTILITY Oj LJJ
jchavez 04/23/2019 Ann Fowler 04/23/2019
SURFACE WATER UTILITY
jfarah 04/26/2019U+ CD
=
SINGH & SAHOTA RESIDENCES DATE:4/17/19
112 9& 1133 N. 3 3 R D P L A C E FIELDBOOK:
PAGE
CIVIL PERMIT _
DRAWING N0:
N 33RD PLACE STREET IMPROVEMENTS R6
z
MISCELLANEOUS NOTES & DETAILS SHEET: c OF: 6