HomeMy WebLinkAboutR-396127I-
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A6 BARS @ 7" SPACING
2or 241/
29' DIAM., 48' DIAM. 'X
OR 54" DIAM. HOLE
z• (TYPJ �--
12
TI '�- 2 112^ MAX.
84" or 96" FLAT SLAB TOP
"d \ I
\ 95 BARS @ 6' SPACING `\
24" DIAM.. 48' DIAM.
OR 54' DIAM. HOLE
T (TYP r- TYPICAL ORIENTATION
FOR ACCESS AND STEPS
m I T 1" MIN.
` 2112' MAX.
72" FLAT SLAB TOP
24- MIN
94 BARS @ S^ SPACING '
20' x 24' OR
24. DIAM. HOLE r VT
2"(-)
L 4F MIN. {
a<. i"12NMAX. ECCENTRIC CONE SECTION
48", 54", or 60" FLAT SLAB TOP
12- (TYP.) f '
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12'_'
it
PREFABRICATED
LADDER
i- 12' MIN
STEP
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ONE43 BAR HOOP FOR V ONE 93 BAR HOOP g, 1
TWO #3 BAR HOOPS FOR 12"� ` .t.
RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
Y
PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60
DEPARTMENT DRAINAGE STRUCTURES
1V'C MARCH 2O08
WO MIN. ROOF DRAIN STUB WITH CLEANOUT, TYP
1/ LOT LINE, TYP.
HOUSE
PRIVATE ROOF DRAIN
COLLECTOR PIPE:
6'e MIN,.
0.5% MIN. SLOPE,
2 FT. MIN. COVER
CURB. SIDEWALK
- R.O.W. LINE
PRIVATE JOINT
UTILITY EASEMENT,
F MIN. WIDTH
O.0.
3'm
limits of pipe
3'm p
I - W Isee or ppo note 4) -.I
firnk was
Zm
a. ial
for nibible
is
n77
ote (sae
0.150.D. min.
0.0.
limits of ppe
compaction
0.65 OLD. min.
/. • _
. • .
Ix
gravel backal /
for abeddYg
gravel be kiln for
- fourxletrons when speci5ed
:' //. -•
PrP
A. Metal and Concrete Pipe
Span r'-T ma Imo- sons %S'"mn
I I I
/ u
0A5 Flee min
limits of pipe
compaction 65 rise in.
gravel backfa i +- �� �gmvel backffll for
forpipe bedding �- foundilm- when specified
B. Pipe - 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 be 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 be
installed in accordance with design A.
4. Concrete pipe, plain or with circular reinforcement, shall
be installed with design A.
5. O.D. is equal to the outside diameter of a pipe or the
outside span of pipe -arch. The dimensions shown as
O.D. with T maximum shall be O.D. until O.D. equals
T; at which point 3' shall be used.
V-0" for diameters 12" through 42" and spans through
50". 2'-0" for diameters greater than 42" and spans
greater than 50
SEC. 14, TWP 23 N, R5E W.M.
"A - 4^ min.2r I.D. and vmer
Ir mbr., over 2r 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 "Excavation and Preparation of Trench" in sanitary
sewers section of the standard WSDOT/APWA
specifications for trench width "W" and trenching
options. The pipe zone will be the actual trench width.
The minimum concrete width shalt be 1 i I.D. = 18".
5. Trench backffll shall conform to "Backfilling Sewer
Trenches" in the sanitary sewers section of the
WSDOTIAPWA standard specifications, except that
rocks or lumps larger than 1" per foot of pipe diameter
shall not be used in the backffll material.
6. See "Bedding Material for Flexible Pipe" In aggregates
section of the WSOOTIAPWA standard specifications
for the material specifications.
f l Backfill material placed in 0.5' loose layers and
compacted to 95% maximum density.
EMMethod B or C compaction (WSDOT/APWA)
standard specifications.)
Pipe
Size
Min. dist.
between
barrels
circular pipe
cone., LOPE, CMP
(diameter)
12" to 24"
12"
30" to 96"
diam. / 2
102" to 1W
48"
pipe - arch
metal only1
(span)
IS' to 38"
12"
43" to 142"
span / 3
148"to 199"
48"
�Y PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00
+I r4
DEPARTMENT DESIGN AND BACKFILL MARCH 2O08
�- PUBLIC STORM SYSTEM
PRIVATE STORM SEWER
3 W MIN, BETWEEN CTR. OF PIPE AND R.O.W.
CLEANOUT, TYP.AT EVERY e0',
'\ OR 2N0 45' BEND, AND AT 300 FT. MAX. SPACING ON
STRAIGHT SECTIONS
ROOF DRAIN TO CONNECT INTO CITY CB, MIN. SIZE TYPE I
NOTES:
1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH)
2. THE ROOF ,3 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.
tiCY.,,p TYPICAL ROOF DRAIN
STD. PLAN - 228.00
PUBLIC WORKS COLLECTION STORM SYSTEM
DEPARTMENT CIVIL PLANS MARCH 2O08
I" DIAMETER SMOOTH _
BARS. EQUALLY SPACED
(4" O.C. MAX.)
AL
sEND SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STO. SPEC.7-02. 1))
-v[7i
i I I
4`MAX
THERMOPLASTIC PIPE
I
- 4" MAX.
CONCRETE PIPE
END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC.7-02.3(1))
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4r#TV �1...1.1J.1,...�.�•�..��..J�, � �J.�?.�...1.�.��..r\�J.SJ.JJJ�'.-, 4,.MAx.
METAL PIPE
NOTES
1. The culvert ends shall be beveled to match the embankment or ditch
slope and shall not be beveled flatter than 4HA V. When slopes are
between 4H:1 V and .6H:1 V, shape the slope in the vicinity of the
culvert end to ensure that no part of the culvert protrudes more than
V abdve the ground line.
2' Feld 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.
U1�Y� .\�. PUBLIC WORKS BEVELED END SECTIONS STD. PLAN - 221.00-
7� DEPARTMENT
MARCH 2O08
FIV'1:�
note 1
4 hook damps evenly
placed see detail below
A
Provide maintenance access
by welding 4 crossbars to 4
vertical bars as shown.
Hinge upper ends with flanges/
bolts and provide locking
mechanism. (padkick) on
lower end.
Locate steps directly below.
W DIA. SMOOTH ROUND BARS
LOWER 9TEF1 BAND I' x 4" WIDE
WELDED EQUALLY SPACED.
FORMED TO FIT ON GROVE
BARS SHALL BE WELDED TO
OF C.B. RISER
UPPER S LOWER BANDS
(24 BANDS EVENLY SPACED SEE
NOTE 1)
24"
UPPER STEEL-....-...
SEE'
BAND aa' X 4'
NOTTEE�tp1
/J
\ WIDE
�/A11111\`\��
/
TYPE
SMOOTH
VERTICAL BARS l- C.B. RISER
HOOK CLAMP.
CNCHORED
TO C.B. RISER
NTS
NOTES.
SECTION A -A
NTS
STANDARD GALVANIZED
STEPS OR LADDER
1. Dimensions are For illustration on 54" diameter CB. For different diameter Cgs adjust to maintain 45'angle on
"vertical" bars and 7" D.C. maximum spacing of bars around lower steel band.
2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer.
3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris
collection (except on type 2 streams)
4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way
t�Y,o STD. PLAN - 234.20
PUBLIC WORKS OVERFLOW STRUCTURE
DEPARTMENT MARCH 2008
0 CONSTRUCTION PERMIT SUBMITTAL
CONSULTANTS CONSTRUCTION RECORD DRAWINGS
Site Planning a Civil Engineering Q
Land Use Consulting I Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below.
www.cphconsultants.com Call before you dip. N0. REVISION
sht CC) 901 R CPH Cnncl Iltantc C I I All RiOhta RPRprx/pro
PCE
2/20/17
JBS
SURVEYED:
MITCH EVANS
ACS
11127118
CBS
DESIGNED:
JAMIE SCHROEDER
DRAWN:
PETER EVANS
CHECKED:
MJH
BY
DATE
AP P R
APPROVED:
xxx
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
48"
This pond is in our care.
Stormwater RunoN is held here anal storms. it is released
slowly or stared until the next storm when it Is
Pond replaced by Incoming Flows, This helps prevent
downstream flooding and erosion and helps
clean the water. For more information or to report
13.7" littering, vandalism or other problems,
call the City of Renton, Public Works Department,
Maintenance Division at (425)430-7400.
25. "
Public Works Department 6.2"
Surface Water Utility Pond Name and Number
SPECIFICATIONS:
PIPE COUPLING
CMP OR CPEP
INTERIOR
y � 1
l t I
o PLAN
C.% ISOMETRIC
12'MfN
o�
45'
SIDE VIEW
L
3'
314" DIA. SMOOTH BAR
SPOT WELD BARS TO AT LEAST 2
CORP.EGATIONIS OF METAL PIPE (TYP)
BOLT TO CPEP SMOOTH
INTERIOR PIPE.
NOTE:
1. This debris barrier Is for use outside roadways on pipes
36" dia. and smaller.
2. See drawing 223.10 for debris battlers on pipes projecting
from driveways or roadway side slopes.
3. All steel parts must be galvanized and asphalt coated.
(Treatment 1 or better).
4. CPEP-smooth Interior pipe requires bolts to secure
debris barrier to pipe.
�I 4" MAX. ITYP)
END VIEW
Y O
PUBLIC WORKS DEBRIS BARRIER SM. PI" - 223.00
DEPARTMENT
gNTp MARCH 2O08
24"
Size: 48 inches by 24 Inches
Material: 0.125-gauge aluminum
Face: Non -reflective vinyl or 3 coats outdoor enamel (sprayed).
Lettering: Silk screen enamel where possible, or vinyl letters.
Colors: Beige background, teal letters.
Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text:1 inch; Outer border:
g inch border distance from edge: - Inch; all text 1 s - inch from border.
Posts: Pressure treated, beveled tops, - inch higher than sign
Installation: Secure to chain link fence if available. Otherwise install two 4"xil" posts, pressure
treated, mounted atop a gravel bed, installed in 30-inch concrete filled post holes (8-inch
minimum diameter), with the top sign no higher than 42 inches from ground surface.
Placement: Face sign in direction of primary visual or physical access. Do not block any access road.
Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets).
(Vote: If the facility has a liner to restrict infiltration of stormwater, the following note must be added to
the face of the sign: "This facility is lined to protect goundwater quality." In addition, specific
information about the liner must be added to the back of the sign as specked in Section 6.2.4.
��y o STD. PLAN - XX
T PUBLIC WORKS PERMANET SURFACE WATER
DEPARTMENT CONTROL POND SIGN
FN.(p FEBRUARY 2010
VERTICAL: NA O 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept
ONAIL
CONSTRUCTION RECORD DRAWING
THE AS -BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396127 RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEADOWVUE
ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
ROADWAY GRADING AND DRAINAGE DETAILS
J
0-
W
DATE:
7/25/18
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SHEET: 27 oF:43