HomeMy WebLinkAboutR-412345SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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�,14" FLAT FACE ZOTHIC
I— 9"CIA S "
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8-118' DIA
io-1r2' DIA
f (2) 378'-16 55 SOCKET HEAD CAP 16" DIA
{ 1I OPEN PICKHOLE - 1" SCREW 1ALLENHEA,D) WWSHRS
ON A 8' DIA BOLT CIRCLE
PLAN VIEW FRAME SECTION
CAST IRON FRAME AND
COVER, SE{Er NOTE 3 I—
I I
8` CLASS "B"
ASPHALT, SEE NOTE 4
CLEANOUT R15ER, SEE NOTE 2
PAVED AREA (TYP.)
END CLEANOLR RISER
Z
2' AABOVE PE51GN PONpING
ELEVATION OR PER PLAN —
DESIGN PONOING
ELEVATION
4" COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSDOT D-W.12{4}
�{qa-1ar1s• olA
w
COVER SECTION
FER14CO GASKETED
CUIK CAP OR SIMILAR
4" STREAMS ED COBBLES
PER WSOCT 9-03 111P1
CLEANOOT RISER.
$OIL TIGHT 45' 8END
WYE
SEE NOTE 2
SOIL TraHT
COUPLER
UNDERDRAIN, FOOTrNG
DRAIN CALL ECTOR. OR
�
lI-'
-
ROOF DRAIN COLLCCTOR
PIPE. SEE NOTE 1 -----------
CLFAMOIIT PIRI=R LnCAT -n WITHIN
TO OVERFI
STRUCTURE OR ----
STORM MAIN
MECHANICAL PLUG OR
CONTINUI=D CONNLGTION
TYPICAL CLEANOUT CONFIGURATION
No-ms:
1, DIAMETER TOO E 5-INCI+ES MINIMUM PRFVATE &INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD PLAN 282.10,
2, CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCT NO 9OW7549801 OR APPROVED EQUAL- COVER TO BE LOCKING WITH ALIEN HEAD BOLT, MARKED'STORM'
4. FOR CLEAkOUTS FULLY OR PARTIALLY WITHIN UNPAVEO AREAS OUTSIDE OF B14RETEN7r0N PONOING AREA, POUR 6- THICK, 2'xZ SQUARE CONCRETE
COLLAR AROU14D FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF %= PSI.
GENERAL NOTES,.
t, GLEANDUTS FOR UNDERDRAhN, FOOTING DRAIN COLLECTOR- MD ROOF DRAW COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100
FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE. A14D AT EACH END OF AN UNDERDRAIN PIPE NOT
CONNECTEO TO AN OVERFLOW STRUCTURE. CLEANOUYS SHALL BE IN$TA LF0 TO ALLOW FOR MAINTENANCE ACCESS To ALL PIPES.
2, ALL FITTINGS SHAD BE BPIL TIGHT
R. CtEAHOUT RISER SHALL BE LOCATED OUTSIDE OF SIORETENTION PONDING WHERE POSSIBLE
4. CLEANOUTS SHALL NDT 8E LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY-
UNLtS5 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INrsl
STD, PLAN - 226.00
• PUBLIC WORKS DEPARTMENT
1 DEPARTMENT STORM SYSTEM CLE#NDUT } '3/28201s
h,u:'ks•. Wloinfoiln DATI
CATCH BASIN FKAML AND VANED
GRATI` PER STD- PLAN Z04AD
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TVP.), SEE NOTE 5
4'MIN
28" MAX 15" MAX. FLAT 1aLAB TOP
2.
a -
48', 54%80", 72'. 87
5f W. 12T 4R 144' SEE NOTE 5, TYP.
15' MAX. FOR
MAINTENANCEI
S OR
ER'FYP,}
MIN.
O' R2.5' M{,7G.RE7NFORCI NG STEEL{FYP-}
12"h'LSXt GRAVEL BACKPILL FOR PIPE ZONE
12 BEDDING PER WSDOT STD.
SPECIFICATION SECTION IF
SEPARATE SASE INTEGRAL BASE
PRECAST PRECAST WITH RLSER
NOTES:
1 ND STEPS ARE REDUI RED l MFIEN HEIGHT IS W GR LESS,
2- THE BOTTOM OF THE PRECAST CATCbt BASIN MAY BE
SLOPED TO FACILITATE CLEANING:.
3. THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME NFAY BE
CAST INTO THE ADJUSTMENT SECTION.
4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
MINIMUM T02-5' MAXIMUM PROVIDE A 1.S MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE= AFTER THE PIPE IS INSTALLivD, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.8.
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE:'JJItm STANDARD
SPECIFICATION 9-04.3.
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR {MOOR-NSEAL BDOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTrNG TO
AN EXISTING PIPE, LFSE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE
7 MORTAR SHALL BE MIXED ANo APPLIED PER
MANUFACTURER'S DIRECTIOM$.
R. FRAME SHALL BE AOJUSTED TO PAVEMENT GRADE BY
TAPRNG UNTIL FRAME 19 FLUSH WITH PAVEMENT AS
DETERMINED WITH A ST
RAIGHT EDGZ OF SUFFICIENT
LENGTH.
9. ALL MORTAR JCINTS SHALL MTRIMMED FLUSH AND
REMAIN VISIBLE UPCN COMPLETION
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIFF WALL
YNICKNESS
MIN. BASE
THICKNESS
MA-XIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
54"
4.5"
a'
42"
11'
81Y
5'
8'
48"
72'
fi
8"
12"
72'
12'
w
D`
12'
84'
12•
120"
10'
12'
A.
12'
1d4"
12"
12'
106'
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WTH MAXIMUM IN$IRI= DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSS>} 1
SOLID WALL
PYC
PROFILE WALL
PYC
48"
24'
3R"
24'
30`
30"
54`
30"
38'
30'
36'
36"
St1"
3T
4T
36,
42'
d2"
72-
42"
EA'
4'
48'
1 48"
I34'
54'
BD'
54'
48'
48'
9B`
Ba'
72'
66'
48'
48"
124"
59"
84"
60"
48"
48"
144'
78"
99"
6a,
48'
48"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.n9
STD. SPEC. 9-g5.f2ji 1
a STD. SPEC. 9-05. T2(2)
UNLESS OTHERWISE NUrt0. DRAWING 15 NOT TO SCALE [Nr5}
STD. PLAN - 201.00
G)
PUBLIC WORKS CATCH BASIN TYPE 2
DEPARTMENT GAZ 9/28/6I8
�wm wm�.r adniniornai ❑ATE
:45 AD
CITY OF
R`ElqT6NL000 SHALL NOT BE USED ON PRIVATE
STORM SYSTEM. CITY OF RENTON LOGO TO BE USED ON
PUBLIC FACILITIES ONLY.
11Z' LETTERING
BOLT HOLES - 3 PLACED
EQUALLY SPACED 120' APART ON
I TIN
■ k.s 19
(1)1' RIA P7CKHOLE
PLAN VIEW 1 1 W- LETTERIPIZ
25' PIA.
11
3 a"
2 112"
I 9 (n^p') v
P,1
COVER SECTION VIEW
26 1+2' DIA, !�
xs 1!4' alA.
Ira' DIA, NEOPRENE GASKET
1 ir11r
I 6.
23 WA' DIA. CL O4JEN
27 511 V DIA
34 1!8` GIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3} 6LT SOC. (ALLEN HEAD)
5i8'-11 x 1.S SE RUBBER
W ABiiEIi
EON BOLTING DETAIL
11A` � t 7r1M3'
1r8"
R1 F8`
CASKET GROOVE DETAIL
NOTES:
I ALL COVERS SHALL BE LOCKING LLI1 PER EJ No. 3717C1
OR APPROVED EQUAL
FINISH GRADE
PER PLAN.
1 1"-4" WASHED ROCK ���N�
UNLESS OTHERWISE N07ED, DRAWING 45 N07 TO SCALE r14T5j
DEa STD. PLAN - 204.50
r PUBLIC WORKS 1pUVF.P
DEPARTMENT STORM ROUND FRAME AND COVER GAZ 9/28/2018 f
DATE
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
[1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE (ACCORDING TO RECOMMENDATION
PLANS+TAME OFF} (MIN. MANVFACTURING
REQ- SAME AS MIN- SUMP}
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE; 4' • 36` FOR CORRUGATED HDPE
(ADS N-121HANCOR DUAL WALL, ADSMANCOR
SINGLE WALL}, N-12 HP, PVC SEWER (EX SDR 35},
PVC DWV (EX: SCH 40). PVC CgOWC905,
CORRUGATED & RIBBED PVC
WATERTIGI•iT J01NT
(CORRUGATED HDPE SHOWN)
1- 3'- KIP STANDARD GRATES SHALL BE DUCTILE IRON PER ASTk1 A536
GRADE MSS.
7 - I?'- 30" FRAME$ $HALL 5E DUCTILE IRON PER ASTM A 536 GRADE 70-SM5.
1E' & 1U' STANDARD GRACES FIT OIRECTLY ONTO DRAIN 9ASINE WITH THE
USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING
RESTWCTIONS. SEE DRAWING NO-7001-11B-IM6
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM T4
ASTM D3212 FOR CORRUGATED HDPE (ADS N-11HANCOR DUAL WALL)-
N-12 HP, $ PVC SEWER (4' • 36'),
S • ADAPTERS CAN BE MDUNTEL} ON ANY ANGLE o' To 364°- To DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-111412.
6 - 12'- 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7 . 8' & 10" STANDAaRD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS
ONLY: NO CONCRETE COLLAR NEEDED FDRLIC4 T DUTY RATING.
:45 AN
18" MIN WIDTH GUIDELINE
8' MINTHICKNESS GUIDELINE
(5) ADAPTEk
(6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSION$ ARE FOR
ANGLES
GUIDELINU PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
VARIABLEO--380
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
ACCORDINGTO
PLANS
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS,
_
SEE DRAINING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION
AREA DRAIN (PLAZA)
0 2 RECORD DRAWINGS
O 2 RECORD DRAWINGS
45 �4 1 RECORD DRAWINGS
NO. REVISION
NTS
4' MIN ON &' - 24" (3� VARIABLE SUMP DEPTH
S` MIN ON W & 36" ACCORDING TO PUNS
I$' MIN- ON 8' - 24', TO' MIN. ON 3W
& 12" MIN- ON 3$'
BASED ON MANUFACTURING REQ)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS 11, OR CLASS 111 MATERIAL AS DEFINED IN ASTM D232I-
13EDDING # BACKFILL FUR SURFACE DRAINAGE INLETS SHALL BE
PLACED & G0UPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321-
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
p�
GEOTEXTILE FABRIC.
LLJ
6" PERFORATED PIPE
SEE DRAINAGE PLAN FOR
INVERT ELEVATIONS.
18" MIN.
FRENCH DRAIN
NTS
o
�
o GRAVEL BACKFILL
M
FOR DRAINS
o ° ° o
O
° °
O
GEOTEXTILE
O
FILTER FABRIC
"MIRAFI 140N" OR
N
APPROVED EQUAL
V
0
FOOTING PER
STRUCTURAL DRAWINGS
4" PERFORATED PVC
° DRAIN PIPE W/
PERFORATIONS DOWN
@ 0,50% MINIMUM
0
°o
MNUTILITIES AS SHOWNlie
6" ON PLANS SHALL BE Q
M� jN7
LOCATED OUTSIDE THE
O
SOIL BEARING LINE
C
OF THE BUILDING
1
FOUNDATION
O
r
Q
NOTE:
FOOTING DRAIN
TO BE INSTALLED PER
M
GEOTECHNICAL
RECOMMENDATIONS,
J
FOOTING DRAINAGE DETAIL
NTS
N
O
N
O
O
O
1
O
r
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�ITP: I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
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itally sign
by nelle Date
T flin9�jj''q2022.09.3
41872s:3:oa
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'SSIONAL 0
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
cn
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
NQ
Ii
R-412345 BY
O
V
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
z
O
I—
z
/
W
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
-
CITY OF
ARCO/M U RRAY
DATE:
09.26.2022
J
FIELDS°GK:
®
TOPGOLF RENTON
O
RENTON
780 LOGAN AVENUE NORTH
DDRAWING NO:
DATU M
Planning/Building/Public Works Dept.
RENTON, WA 98057
C-3.10
a
SHEET 45 OF82
DRAINAGE DETAILS