HomeMy WebLinkAboutTED4003442.2NE 1 /4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, 'N.M.
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12' HDPE
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PLAN vIEW
�BTCH BASIN GUTTER PA.N.
12" HDPE IN 15" LCPE SLEEVE
1" MIN. DIAMETER STEEL ROD (STRAP) CLAMPED
SECURELY TO 15" SLEEVE WITH UNDERSIDE COLLAR.
RODS SHALL BE CAST INTO BLOCKS AFTER PIPE
HAS BEEN LAID.
4 LF 15" LCPE SLEEVE CLAMPED
SECURELY AGAINST GROUND BUT
ALLOWING HDPE TO SLIDE FREELY
12" HDPE
CONCRETE FOOTING
EXCAVATED INTO NATIVE SOIL
BARS TO BE INSTALLED AS SHOWN, HOOKING
BARS IS NOT NECESSARY AS THERE SHALL
BE MINIMAL UPWARD FORCE
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11 C ` , I/2 R F.OnDvlc l
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nOx191MGJl SECLOIu � � ,II
/n01 INCLUDED IN 90 ITEM) --
C<iCll BASIN UR INLET
(I101 u6UIDEU 114 610 Itn.q
SECTION ( A )
6 I;
5 I/2
- e1M1iCry
_ F04Ell I
SLOPE
1 P �
RDAD
�J.RIESI I ..
SECTION ( E) 'T
CEMENT CONCRETE
CURD
AND GU'rTER PLAN
SHEET I OF I
ADOPTED
•�i_ _ �•
CITY OF RENTON
STANDARD PLANS
LST DATE Oz; 04
- -- RE'JISION Dw(3 NAME
_ B� -APPF. D
Fri 15 SP PA . GEFO 15
_
f \�
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
/-- 6'0 MIN. ROOF DRAIN STUB WITH CLEAIJOUT, TYP
/ LOT LINE, TYR
HOUSE
_
Trr.
PUBLIC STORM SYSTEM
COLT _ PRIVATE STORM SEWER
6'O Il.IN 300 MIN BETWEEN CTR OF PIPE AND ROW
05°m MIN S .
2 ET MIN CO
CLEANOUT TYR AT V -- E ERG 90
CURB, SIDEWALK I\ OR 2ND 45' BEND AND AT 300 FT MAX SPACING ON
RO.W LINE STRAIGHT SECTIONS
__-- PRIVATE JOINT
UTILITY EASEMENT,
ROOF DRAIN TO GONIJECT IIJTO CITY Ce, I.IIN. 512E TYPE
0 I41N WIDTH
BROOKEFIELD NORTH
RING MATERIAL TO MATCH
PIPE MATERIAL, HDPE
BUTTFUSE RING TO INSIDE
OF TIGHTLINE
Di=8.74"
r
INTERNAL RING ENERGY DISSIPATOR & OUTFALL RIPRAP
NOTES:
1 PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (d Of. IF 14ECESSARY FOR STRENGTH)
2. THE ROOF i3 FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED
3 FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB
4 ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW
TYPICAL. ROOF ®RAIIN STD. PLAN - 225.00
PUBLIC N'ORKS OQ'� L{I=CTB®uiI STORMS;�ISTEM
p� J� DEPARTMENT COVIL PLANSApto MARCH 'l_OOt3
FRAME AND VANED GRATE
S•
6- OR 12"
JP FOR 6' HEIGHT
TWO 6'3 BAR HOOPS FOR 12- HEIGHT
RECTANGULAR ADJUSTMENT SECTION
93 BAR EACH CORNEF
1 93 BAR EACH SIDE
p3 BAR EACI....,.
PRECAST BASE SECTION
k3 BAR EACI I CORNER
18- MIN =
93 BAR HOOP -�
PIPE ALLOWANCES j
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12'
PLAII4 CONCRETE
ALL METAL PIPE
is,
CPSSP*
I 12'
(S
STD SPEC 9.05201—
SOLID WALL PVC
15"
(STD SPEC. 9-0512L
PROFILE WALL PVC
is,
(STD. SPEC 9-05.t2(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1 As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
Wire mesh having a minimum area of 0 12 square inches per fool shall
be used with the minimum required Taber shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2 The knockout diameter shall not be greater than 20" Knockouts shall
have a wall thickness of 2" minimum to 2 5" maximum Provide a 1 5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
With Standard Specification 9-04.3
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4 The frame and grate must be installed with the flange down
5 The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper
6 The opening shall be measured at the lop of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8 All grade rings and castings shall be set in monar in accordance with
Standard Specification 9-04 3
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PLAN - 200.00
PUBLIC WORKS i CAT(CH BASIN TYPE I _—
�-■`�Z DEPARTMENT
MARCH 2O06
®D R. STRONG 1 CITY COMMENTS DATED OCT. 6, 2011
CONSULTING ENGINEERS 2 BAYFILTER REVISION
10604 NE 38th PLACE, SUITE 101 3 CITY COMMENTS DATED NOV. 15, 2011, MYLAR
KIRKLAND, WA 98033
45 32 425.827.3063 OFFICE
R ISTgR� Cs 800.962.1402 TOLL FREE
I�NAL 425.827.2423 FAX
NO- REVISION
MAJ
10.15.11
I RJ
SURVEYED:
SJS
MAJ
11.22.11
LRJ
DESIGNED:
MAJ
MAJ
01.04.12
LRJ
DRAWN:
CWA
CHECKED:
MIAJ
5 r
DATE
APPR
APPROVED:p
UW
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
RIP RAP SPECIFICATIONS:
RIP RAP SHALL BE REASONABLY GRADED WITH GRADATION AS FOLLOWS:
MAX. STONE SIZE: 24 INCHES (NOMINAL DIAMETER)
MEDIAN STONE SIZE: 16 INCHES
MINIMUM STONE SIZE: 4 INCHES
SECTION 4.2 PIPES, OU"lT.Al l S, ;V\D N I1 IPS
FIGURE 4.2.2.1\1 PIPE/CULVERT DISCHARGE PROTECTION
channel Required Dimensions
8' for rock lining
,Q1 t
L "A"+" B" 12' for rip rap
see Table 4.2.2.A.
PLAN
NTS
place rock 1' above crown
both sides of channel for'A"< 8'
- / one side of channel for "A" > 8'
r ruin �dtchargs
filter fabric liner 1' or 2' rock thickness
under rock see table 4.4.1.A
SECTION A -A
NTS
1 /24/2005 2005 Surface Water Design Manual
4-32
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00)
- HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAI. (SEE NOTE 5)
— FLAT SLAB TOP
o
W. 72'. 64' OR lMt-
- MORTAR (TYP )
i
STEPS OR
i I
ILLET `. �n � !-REINFORG GSTEClIttP1
� _' h GMVEI BnCKFILL FOR
SEPARATE BASE INTEGRAL BASE
CAST -IN PLACE PRECAST WITH RISER
'0'
G
vZOI BncKHLI FOR
I E BEDDING
SEPARATE BASE
PRECAST
CATCH BASIN
DIMENSIONS
MINIMUM-..I2[:ING
STEEL ~
CATCH WALL
BASIN I
BASE MAXIMUM
KNOCKOUT
DISTANCE ,.I1
BETWEEN
DIRECTION
THICKNESS
DIAMETER
THICKNESS
SIZE
-..- -
KNOCKOUTS SEP R - L
INTEGRAL BABE
48' 4•
6" .. 36" I
8" 0.23
_-.�
0 15
54
4.5'
B'
42"
i g'.--
01"__.
02`
0 3_
019
_--0.25
60-
5'
8'
48'
B"
72'
6'
Ir
W
IT
024
-_
96'--
—. 8'
72'
Wt2'
0.39
NOTES
i No steps are required when height is 4' or less.
2 The bottom of the precast catch basin may be sloped to facilitate cleaning-
3 The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section
4 Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap will) joint mortar in accordance with Standard
Specification 9-04.3
d lh
ALLOWANCES
J
CATCH
BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
SOLID PROFILE
DIAMETER
CONCRETE METAL CPSSP WALL WALL
!iI PVcl;l PVC L)
48'
24"
30'
2C
27'
I 30'
54'
60'
72-
---
84"
i 30'
31
42'
54'
36'
42'
54'
--
W
1 3W
1 3-36_
42"
11"
27-
I 36,
36'
I 36-
42'
4B"
48'
I_72'
1 60"
36-
48'
5 All grade rings, risers, and castings shall be set in mortar in accor ante col
Standard S eci6cation 9-04.3 u Corrugaled Polyethylene Storm Sewer Pipe (Sid Spec 9-05 20)
P2�J(Sid Spec 9-OS tz(tll
f� (Sid Spec 905 12(2)I
`�Y o STD. PLAN - 201.00
1 PUBLIC WORKS CATCH BASIN TYPE 2
DEPARTMENT
�E'IVToZ I MARCH 2008
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATM
CITY OF
RENTON
Planning/Building/Public Works Dept.
R=344209
NTS
I
r)trALL
TO STRENP
IJd POLLI iAulp
—
TOP
7 OR 8 EQUAL SPACES _1
IRECTION OF FLOW
_
SECTIOPB � A-
I'
3-
-.._ SLOT - SEE DETAIL AND NOTE 1
i
5'
5 :J
20
5 5-I
3'
SECTION CB)
r'--1
1 Ir4-
BOLT -DOWN SLOT DETAIL
SEE NOTE I
�!= NOTES
I Provide two slots in the grate that are vertically aligned
with the holes In the frame. Location of boll -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3 Unless otherwise specified, vaned grates shall be used with standard frz
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads Use vaned grates along rolled curbs.
��Y o STD. PLAN - 204.20
PUBLIC,
GULAR
DEPAP1'MENT � VANED --
�F?vTo MARCH 2O08
BROOKEFIELD NORTH 09-06-11
FIELDBOOK:
PAGE:
DRAWING No
STORM DRAINAGE DETAILS
SHEET: OF:
C9 11
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