HomeMy WebLinkAboutR-393515co
�,r 6��7
v I
I
C)
W
I—
_I
SLOT - SEE DETAIL
AND NOTE 1
J "
g'.
TOP
x 4 EQUAL SPACES 4 EQUAL SPACES
SECTION
SECTION
C
314"
1 114"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
NOTES
Provide two slats in the grate that are vertically aligned
1. with the holes in the frame. Location of bolt -down slots varies
among different manufacturers.
ISOMETRIC
2. Refer to Standard Specification M5.15(2) for additional requirements.
3. Use only on sags and vertical curbs locations.
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use waned grates along rolled curbs.
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN — 204.30
DEPARTMENT VANED GRATE
•;�;£ MARCII 2008
L
Y
C
END SECTION LENGTH SHALL BEAT LEAST SIICTIMES THE DIAMETER OF THE PIPE [SEE WSDOT STD, SPEC, 7-02.3(1)]
I 41y: i V
I OR SrC�E+4
4" MAX.
THERMOPLASTIC PIPE
4" MAX.
CONCRETE PIPE
END SECTION LENGTH SHALL BEAT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE 'NSDOT STD. SPEC. 7-02.3(1))
4' MP.h-
METAL PIPE
NOT"
1. The culvert ends shall be beveled to match the embankment or ditch
slope and shall not be beveled flatter than 4H:1 V. When slopes are
between 4H:1V and SH:1 V, shape the slope in the vicintiy of the
Culvert end to ensure that no part of the culvert protrudes more than
4" above the ground line.
2' Field cutting of culvert ends is permitted when approved by the Engineer -
All field -cut culvert pipe shall be treated with treatment as shown in the
Standard Specifications or General Special Provisions.
Y STD. PLAN - 221,00
PUBLIC WORKS
DEPARTMENT BEVELED END SECTIONS
MARCH 2008
N`T
112' [13mm] LETTERING
BOLTHOLES-3 PLCS EQUALLY SPACED 120*
FRAJ APART ON 23 V16' (56fimm) DIA B-C. fA
Yv r
,I
RENTON
AHEAD OF THE CURVE +
�r 'i
V
DRAIN
(1) 1' [25mm)
DIA PICKHOLE
1 1+4" [32mm] LETTERING
PLAN VIEW
25' DIA.
fw3 mm] "
— [25mml
3+4'
[113mml f
T
a 3 14" 2 1.2'
[222m m] 164MMI
F TYP
COVER SECTION VIEW
20 112" DIA
[673mm]
25 1 4' DIA
[641 mm]
114" (amm) DIA [77mm]
NEOPRENE GASKET
I
1 6"
[752mm]
f
='•`$" 23 aW DIA CL OPEN
[16mm] [Sg4mm]
27 5M6" DIA
[ealMMI
34 VT DIA
[8B7mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
[13].B"" C. GALLEN HEAD)
EON BOLTING DETAIL
114"
16mm] 1111fi'
[27mm]
[3mm]
va.. J
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
+1�11• PUBLIC WORKS STORM ROUND FRAME AND COVER
STD. PLAN — 204.50
;. DEPARTMENT MARCH 2O08
'MIN
'CLEANCUT, TYP.
A CAP, AND WHERE
CLEAN OUT IS IN
PAVEMENT; IROO
N RING&
COVER PER IFOO 1,1247
II ❑R EgUIVAL ENT
4
CATCH BAS IN - AREA DRAIN
TEE I ,
PROPERTY LINE
V 5' MIN .. i
d VVV 4 ' BEND
ntly.
� I
PERMANENT CAP O R CON NECT P I PE
3'IJIN- —r{ PRIVATE, JOI NT USE UTIL17Y EASEMENT}` 1 [ 1
� t— 45'>,wE
TEE. CROSS, OR 45' V4YE AT BENDS
CLEAN-OUTNITH
— PERMANENTCAP CLEAN -OUT DETAIL
CATCH BASIN -AREA DRAIN
SECTION AA
ALIGN PI PE TO PS, OR
PLACE RCOF DRAIN
HIGHER.
3'MIN. f VARICS fl
d
"e'M N- WVCR CVCR
CDLLECTO: L NE
TEMPORARY CAPON END OF ROOF DRAIN STUB,
' MARKED BY 2'n4' STAKE
PLACE CL EANO UT AT 300' MAX- 5PACE, AT 90"BENDS, '
EACH 2ND451 BEND, SECTION B-B
PIPE ENDS
NOTE:
MIN. PIPE SIZE ff'O
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH)-
WORKS
TYPICAL PRIVATE ROOF DRAIN PLAN — 225.10
PUBLIC
DEPARTMENT COLLECTION SYSTEM
CROSS SECTION IAUIRCH 2O08
1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
NO. REVISION
#6 BARS TSPACING
24' DIAM., 48' DIAM. _
OR 54" DIAM- HOLE
2" ITYP) - -
12T I—
L IL V MIN.
21W MAX.
84" or 96" FLAT SLAB TOP
!f5 BARS T SPACING
� I
20" x 24',
24" DIAM.. 48" DIAM.
OR 54" DIAM. HOLE
2' (TYP. 4—
{ �I I� L
c-� _EV MIN.
2 112" MAX.
7Z FLAT SLAB TOP
#4 BARS 6' SPACING
I
20' x 24' OR
24" DAM HOLE —
2' (TYP.)
_ 1"MIN.
2112' MAX.
4W', 54", or fie" FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
z�
ti
� N
� N
r -t
ECCENTRIC CONE SECTION
r0
12" CFYP.) L
Go
6.,
m
12" "1
PREFABRICATED LADDER
12 MI",
.
STEP
34"
OR 12'
r � �T _I
ONE ff3 BAR HOOP I "
ONE #3 BAR HOOP FOR 6' �1, 4 �ge
TWO43 BAR HOOPS FOR 1z"
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches perfoot may be used
for adjustment sections -
PUBLIC
WORKS MISCELLANEOUS DETAILS FOR STD. PLAN — 204.e0
DEPARTMENT DRAINAGE STRUCTURES
MARCII 2048
LMT
4/2/18
sum j�RCH EVENS, PLS
�
AS NOTED
LMT
5122118
�IG�:
SHAWN COOPER
LMT
6/15/18
SDC
7110118
SHAWN COOPER
ONE INCH
AT rT O SCALE
IF NOT O NCH
INCH
�E ACCORDINGLY
CHW
8/10/18
CHECKM.
BRE T K. RMSTS, PE
BY
DATE
AP P R
AB REIT K. PUDISiS, P
D D limits Or pipe
O.D. mmpadlon
3'ma 3'm
0.15 O.D. min.
limits al pipe
compaction 0 0.650.D. min.
grovel I]aCk51l `--i gravel 6ackfill for
for pipe bedding roundetions when speri lied
A. Metal and Concrete Pipe
Vanopi span span 3' max
ma. maz
m
f-' OA5 rise min.
limits pF pipe 1
COmfxjelipn �e.5 rign min.
gravel badcFlllgravcl backRll For
for pipe hadding IoundBlipne when spwired
B. De- Arch Installation
Rigid Pipe NOTES'
1. Pipe compaction limits shown on this plan are for pipe
construction in an embankment. For pipe construction
in a trench, the horizontal limits of the pipe compaction
zone shall he the walls of the trench.
2- All steel and aluminum pipe and pipe -arches shall be
installed in accordance with design A.
3. Concrete pipe with elliptical reinforcement shall he
installed in accordance with design A-
4. Concrete pipe, plain or with Circular reinforcement, shall
be installed with design A-
5- 0-D. Is equal to the outside dlam eterof a pipe or the
outalde span of pipe -arch. The dimensions shown as
O.D. with 3' maximum shall he D.D. until D.D. equals
at which point 3' shall be used.
" 1'-0" for diameters 12" through 42' and spans through
50"- 2'-0" for diameters greater than 42" and spans
greater than 50"-
hndding
material
for Ilexible
pipe (see
note 6)
fvundaGan
Duel
W (see note 4 )
limit of pipe zone
b
m o-D.
'A = 4" min. 27' I.D. and under
6" min., over 27" I.D.
Bedding for Flexible Pipe
Flexible Pipe NOTES:
1. Provide uniform support under barrels-
2. Hand tamp Under haunches-
3. Compact bedding material to 95% max. density; directly
over pipe, hand tamp only.
4. See "Excavatlon and Preparation of Trench" In sanitary
sewers section of the standard WSDOTIAPWA
specifications for trench width "W" and trenching
options. The pipe zone will be the actual trench width.
The minimum concrete width shall be 1 2 1-D. = 18"-
5. Trench backfill shall conform to "Backfilling Sewer
Trenches" in the Sanitary Sewers Section of the
WSDOTIAPWA standard speciflcatlons, except that
rocks or lumps larger than 1" per foot of pipe diameter
shall not be used in the backlII material.
fi. See "Bedding Material for Flexible Pipe" in aggregates
section of the WSDOTIAPWA standard specifications
for the material specifications.
®BaClrliII material placed in 0-6' loose layers and
compacted to 95% maxlmum density.
ELM Method B or C compaction (WSDOT1APNfA)
standard specifications.)
Pipe
Size
Min. dist.
between
barrels
circular pipe
conc., LOPE, CMP
{diameter}
12" to 24"
12"
30" to 96"
diam. 12
102" to 180'
4$„
pipe - arch
metal only
[span]
18" to 36"
12'
43" to 142"
span 13
148' to 199"
48"
STD. PLAN — 220.00
+�,n�■�`y'4 PUBLIC WORKS PIPE COMPACTION
DEPARTMENT DESIGN AND BACKFILL
MARCH 2008
HOMMWALL- NO va 3%1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
R-393515
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
9/18/2D
RElDBO01(:
PAGE:
ORAWNG NO:
RD-06
SHEET: OP
19 27
[C)
I
T
D
`- J
C)
Q
C)
I
T
D
J
CV
C)
CD
I
T
IL
�f'�itIei►,<I� I�l1��IdI��3:iiI�1�