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BO
LT -DOWN HOLE (TYP.)
WO" -11 NC. SEE
DETAIL 8 NOTE 2
O
EEO]
NOTES
TOP
I. This frame Is designed to accommodate 2T x 2C grates or
covers
2. Provide two holes In the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
24 u4"
a 5/8" - 11 NC x 2" alien head cap screw.
Location of bolt down holes varies among different
E
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
SECTION 0A
RECESSED ALLEN
HEAD CAP SCREW
518""11 NCx2"
GRATE
rPM1E
2117
SECTION
DETAIL O BOLT -DOWN DETAIL
O STD. PLAN - 204.00
PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT MARCH 2008
TYPE ,A+
PRESSURE TREATED
7-1/2" X 7-1/2" CEDAR POST
(2)#4 HORIZ. TOP & BOTTOM
& (2)#4 VERTICAL (PER SIDE
1 /4" CHAMFER
CRUSHED SURFACING
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR &
CONCRETE SURFACE.
TYPE ,B'
1" O 45' CHAMFER ALL AROUND TOP
PAINT 70P 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
1" DEEP NOTCH ALL AROUND
-1/2" O 45' CHAMFER ALL EDGES
-SLOPE CONCRETE FOR DRAINAGE
- 2"x3/8" JOINT MATERIAL
FIXED WOODEN BOLLARD
�A O ADOPTED
zL� CITY OF RENTON
7GIEs+` .
SI'ANDABU PLANS
O IST DATE:04/04
-.......... nor. NAtAF- Hn')O CD PAnFHn77
Hq(js 18215 72ND AVENUE SOUTH
m� �2 KENT, WA 98032
(425)251-6222
o (425)251-8782 FAX
2�G�r CO CIVIL ENGINEERING, LAND PLANNING,
�HG ENGtlN� SURVEYING, ENVIRONMENTAL SERVICES
�1 SAD
�F W A Sys
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24661
��Fss���STE��G����
AL
CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
d i r
O
a
eUTrALL TO STPCA IUti' rho POLLUrAHI
3"
SLOT - SEE DETAIL 5•
AND NOTE 1
J 5'
5'
20
5
5'
5" 3"
a
TOP SECTION BO
24•
] OR ED- SPAC
-IRECTION OF FLOW
SECTION Q
1r^1
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
NOTES
1• Provide two slots In the grate that are vertically aligned
with the holes In the frame. Location of bolt -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 frame
In the travel way, gutter or shoulder, vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
STD. PLAN - 204.20
!� PUBLIC WORKS RECTANGULAR
+1 DEPARTMENT VANED GRATE MARCH 2008
F
b
FRAME AND VANED GRATE
�6 OR 17
ONE 03 BAR HOOP FOR T HEIGHT
TWO 93 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
y0 .tf�6\ �`� �•
dO M1V_f'-F
PIPE ALLOWANCES
MA%IMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
IT
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP•
12,(STD.
SPEC. 9-05.20)
SOLID WALL PVC
75"
(STD. SPEC. 905.12(1)l
PROFILE WALLPVC
(STD. $PEC.9-MI2(2)1
15"
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
I?3
1. As acceptable alternatives to the rebar shown In the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
Rya
sr
wire mesh having a minimum area of 0.12 square Inches per foot shall
be used with the minlmum required rebar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed In the
knockouts,
#3 BAR EACH CORNER
i
2. The knockout diameter shall not be greater than 20". Knockouts shall
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have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1.5"
minlmum gap between the knockout wall and the outside of the pipe.
After the pipe Is Installed, 41 the gap with Joint mortar In accordance
93 BAR EACH SIDE
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY
4. The frame and grate must be Installed with the flange down.
PRECAST BASE SECTION
tl fl Ss
5. Tne Precast Base Sec on may have a rounded oor. and the via may
be sloped at a rate of 1:24 or steeper.
6. The operlklg shall be measured at the top of the precast base section.
7. AI pickup holes shall be grouted full after the basin has been placed.
8. AI grade rings and castings shall be set In mortar In accordance with
Standard Specification 9.04.3.
#3 BAR EACH CORNER
fie" MIN
#3 BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
6 STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE I
DEPARTMENT MARCH 2008
1 REVISED PER ASBUILT DRAWINGS
NO. REVISION
N BARS O 7" SPACING
20" x 2e.
24" DWM- DIAM.
D
OR 54' DIAM. HOLE
r (TYP.) r
1!2' 1" MIN.
MA%.
84" or 96" FLAT SLAB TOP
#5 BARS 0IF SPACING
20" x 24'.
24" DIAM., 48' DIAM.
OR 54' DIAM. HOLE T (TYP r TYPICAL ORIENTATION
L FOR ACCESS AND STEPS
m
2 t/2" MAX.
7Y" FLAT SLAB TOP
2�
04 BARS S' SPACING
20' x 24' OR -
24DIAM. HOLE
r�II 2' ITYP.I IN.
IN. I...
`I LI LI� I. M
2112"MAx. ECCENTRIC CONE SECTION
48", 54", or 60" FLAT SLAB TOP
12- TYP.I
s
61
12'
PREFABRICATED LADDER
I ..
STEP
I -OR IY
ONE 93 BAR HOOP FOR E- QONF C3 BAR HOOP
TWO #3 BAR HOOPS FOR 1To I\
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.
�® PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60
DEPARTMENT DRAINAGE STRUCTURES
MARCH 2O08
CLEAN SURFACE AND 90TTpN AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
SEE NOTE 4
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
TI4E ENGINEER TO GROUT IN Pt. ACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7.05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR BOND,
5. ADJUSTMENT SECTION SHALL BL GROW ED WA I ERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROU I
5. GROUI ING BETWEEN ADJUSTMENT SECTION SHALL BE WAI ER IIGH I.
7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9.20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSWE STRENGTH SHAI I. RF. 4,6M PSI AT 7 DAY PFR APWA STANDARD
SPECIFICATION 9-20.3
8. PICK / LIFTING HOLES ARE TO BF GROUTED WATER TIGHT.
PUBLIC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT MARCH 2O08
SURVEYED:
DESIGNED:
ZTW
DRAWN:
ZTW
ZTW 2 6/2
0 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
24•
_BOLT. DOWN SLOT - SE
DETAIL AND NOTE 1
21/2
T
TOP
SECTION i. B
NOTES
I Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bog -down slots
L7
1
anes
ves among different manufacturers.
2. emative reinforcing designs are acceptable in
1
lieu of the rib design.
-
\
3 Refer to Standard Specification 9-05.15(2) for additional
requirements
� 39' R-SEE NOTE 2
tieDT10M ^ /
4. For Frame details, see City of Renton
Standard Plan 204.00.
t.
L
b'
12'
1
3+4'
4'r 1 1M
9r1' DIAM. HOLE
i1f trr DIAM. HANDLE
I I
SECTION C an
BOLT4B SLOT DETAIL
SEE NOTE
STD. PLAN - 204.10
PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
�FN"C MARCH 2O08
8
/ (+� SLOT -SE DETAIL
AND NOTE 1
VOPENING rTYP.I
Z
z \ \
n j
OUTFALL TO STREAM DUMP NO POLLUTANTII
TOP 3W (w1 m) RECESSED
LETTERING
NOTES
Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots vanes among different manufacturers.
z. Refer to Standard Specification 9-05.15(2) for additional requirements.
3 The thickness of the grate shall not exceed 1 5/8".
4 Unless otherwise specified, vaned grates shall be used with standard frame i
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
ISOMETRIC
i
1 1N'
BOLT -DOWN SLOT DETAIL
SEE NOTE t
PUBLIC WORKS RECTANGULAR STD. PLAN - 204.40
DEPARTMENT HERRINGBONE GRATE
E MARCH 2O08
SCALE:
VERTICAL AVD NCITY 0 F
HORIZONTAL- MD 1983/183/1991
VRI RENTON
Nklov
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
y NOTES
1. As acceptable aftematives to the rebar shown in the PRECAST BASE
FRAME AND VANED GRATE 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 rebar 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 18". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1-5"
6 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.
E" DR 12" 3. The maximum depth from the finished grade to the lowest pipe invert
\ shall be 5'.
ONE #3 BAR HOOP FOR F HEIGHT -,- - 4. The frame and grate must be Installed with the flange down.
TWO #3 BAR HOOPS FOR IT HF-T
5. The Precast Base Section may have a rounded floor, and the walls may
RECTANGULAR ADJUSTMENT SECTION be Sloped at a rate Of 1:24 or steeper.
6, The opening shall be measured at the top of the precast base section.
7. All pickup hobs shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
0 Standard Specification 9-D4-3,
03 BAR EACH CORNER
43 BAR HOOP
-
C�
43 BAR EACH BIDE
-.--
\
#3 BAR
EACH WAY
PRECAST BASE SECTION 113 BAR EACH CORNER _
10' MIN
#3 BAR HOOP
�C
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS CATCH BASIN TYPE 1 P STD. PLAN - 200.20
DEPARTMENT (FOR PARKING LOT)
MARCH 2008
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R-3 9 9 1 1 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU
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DATE:
CONSTRUCTION NOTES AND DETAILS 09/27/19 2i
UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK:
PAGE
TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: LLJ
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
R16 20
O.D. r1 r1 ..
note a)
- 3' f I# Imtol Pipe zorre
taeatl rig
L m m renal
T for IbNrM
Pope Isae
6)
m O.D.
0.150.D. con.
I' -It# of Pipe 0
nrnP#L1Nn „ - a.650D. min
IevN a
�,� becMll 9r#ve15 All for
for IAIxI Wd*V Murxi. rewren zyecxietl
- A + 4' mIn 27' I.D. #rx i Imd4r
6" min.. over 2r I D.
A. Metal end Concrete Pipe
Dodd" for Flexible Mpo
spama spanm1 Tina.
l Flexile Pipe NOTES:
1. Provide uniform support under barrels.
"'- 'T- --0 2. Hand tamp under haunches.
3. Compact bedding material to 95 % max. density, directly
w _ Over pipe, hand lamp only.
_ 0,15 rbe min. 4. See 'Excavation and Preparation of Trench" In sanitary
L sewers section of the standard WSDOT/APWA
I'm�rs olr+Pp - _ specifications for trench wldth'W" and trenUung
..impacmn O45 r i min idth Options- The Pipe zone will be the actual trench w.
I bedmr nor The minimum concrete width shall be 1 , LID, = 1 B".
ill'. a lw Ifi l grave 5. Trench baekfill shall conform to "Baekfilling Sewer
fen r, 5edd.,V Iaund4GMe wean wac#rod Trenches' in the sanitary sewers section of the
WSOOTIAPWA standard specifications, except that
rocks or lumps larger than 1" per fool of pipe diameter
0. Pipe - AreI1 hgtNletlen shall col be used In the backfill material.
6. See "Bedding Material for Flexible Pipe" in aggregates
section of the WSDOT/APWA standard specifications
for the material specifications.
Rigid Pipe NOTES:
1 Pipe compaction limits shown on this plan am for pipe
construction in an embankment. For pipe Construction
in a trench, the horizontal limits or 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 plpe w In elliptical reinforcement shall be O Backfill material placed in 0.5' loose layers and
Installed In accordance With design A. compacted to 95 %maximum density.
4. Concrete pipe, plain or with circular reinforcement. shall
be Installed with design A. Method B or C compaction (WSDOTIAPWA)
5. O.D. is equal to the outside diameter of a pipe or the standard specifications.)
outside span of pipe -arch. The dimensions shown as
OD. with T mxim aum shall be O.D. until O.D equals
i 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".
Pipe
Size
Min. dist.
between
barrels
circular pipe
conc., LCPE, CMP
(diameter)
12" to 24"
12"
30" to 96"
diam. i 2
102" to 180"
48"
pipe - arch
metal only
(span)
18" to 36"
12"
43' to 142"
span 13
148"to 199"
48"
STD. PLAN - 220.00
PIPE COMPACTION
y� "!! `•" DESIGN AND BACKFILL MARCH 2O08