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Q-INSTALL CROSSWALK (SEE DETAIL A)
`,, INSTALL LANE LINE (SEE_ DETAIL B)
Q___JNSTALL APPROACH LINE (SEE DETAIL C)
JNSTALL LEFT TURN CHANNEL17ATION (SEE DETAIL D)
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`1_JNSTALL 2-4"YELLOW STRIPE (SEE DETAIL E 40)
Q__JNSTALL STREET LEGEND
Q!NSTALL WHEELCHAIR RAMPS ( SEE RENTON STD. DETAIL)
PAVEMENT MARKING DETAIL
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DETAIL A
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DETAIL D
CHANNELIZATION DETAILS _
LANE LINE DETAIL TYPE Z II
TYPE I �3* 3' TYPE II
08 . 20' 30' +
08
4' 4" t � L. 4 t ►''
A - A
PLASTIC LINE MARKERS
MULTI -LANE ROADWAY
DETAI L B
14
1 �-
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' YELLOW4„
LINES SEPARATING DIRECTIONAL FLOW
DETAIL E
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D-I to T \
,0 PRUPE RT Y
No�Es SECTION A -A
w OF•R R •�,.N 15 �, b� ,..e•wF D
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t SEE FECTWw 3 OI KCILS.
DETAIL F
APPPOAGIL/Ne"LEti'B7:/ LsG�i/D SETLOCAT/DNS
ZOfT- �O FT. / SET � 20' B.gfX F.GOM f�O55,YALX�
50I T- /25F72 SETS (2-, L, Cf e ENO OF 9��PG19CN L/NE�
/25 /-T. - 300 F.T 3 SETS ( 20' BAGY SECOND SET 'flnFygy e EVO Q- Ar-11W0ACf/ L//✓E )
Ol�EP 3 00 FT. SETS ,VT /OD'
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5"r"10 LEFT TURN LANE CHANNELIZAT10N
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G" TYP
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3 TYP
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52"TYPEI`
) W'/TE LIME
3
MA,PKE,C'S
BY S/DE
OA/ 3'
Oti 3' cENTE,es
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FOR .LIES/GN
LEN6TN OF
AcWR04Gf1 LINE
31
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3'
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APP OWC9 L INE
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L-/L
DETAIL C
;0
2 /2 5
# TOP OF CURB O DRIVEWAYS 1
VARIABLE _� ••_ /� /� f
%A
EXTRUDED CURB (TYP)
VARI ES - SEE ?L_ANS
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REMOVE
V I EXIST. CURB
9 GUTTER
k+ 81 SIDEWALK 0.51 5' WALK
--=2%(TYp)
{ TYPE �AMCURB A GUTTER
�'COW. DEPTH CLASS B
A3PHALT-2 LIFTS REC1'P. CuMPACTED SUBGRADE
3'' ATB
6" BASE CuLiRSE
PAVEMENT SECTION
N. T. S.
CARR ROAD WIDENING DETAIL
EXTRUDED CEMENT
CONCRETE CURBi
L- 2" COMPACTED DEPTH ASPHALT CONCRETE CLASS B
L-- 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
• I�- 2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
---- ---- 12' DEPTH SUBGRADE COMPACTED TO 95-4 OF MAX DENSITY
- - - --- - ' 4" DEPTH CEMENT CONCRETE SIDEWALK
L PARKING LOT SECTION
GENERAL NOTES
8.
All water main 10 inches and smaller to maintain a minlmun cover of 36 inches below
finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches
1. All work materials shall be in conformance with the standards and specifications of the
below finish grade. Where utility conflicts occur, water mains are to be lowered to
City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and
clear.
Specifications. A set of approved plans shall be kept on site at all times during
constructinn,
9.
All water mains shall be pressure tested and disinfected in accordance with the
specifications of the City of Renton and the Washington State Health Department. Ali
2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on
pressure testing shall be done in the presence of a representative of the City of Renton.
weekd:3ys unless otherwise approved in writing by the Department of Public Works at 235-
2635. All street closures aerial or full shall be a
P , pproved by the Department of
10.
A preconstruction conference is requited prior to any construction. A minimum of 3
Puhlic Works 2/1 hours in advance. The Police Department, Fire Department, and 9l1 shall
(three) working days notice is required for scheduling. Prior to scheduling the precon a
hn n"tificd 24 hours in advance,
permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four
hour notice will be required prior to starting new construction.
T. All local.ion5 or existing utilities shown are approximate and it shall be the
contractor's rn,pnnsibility to verify the true and correct location so as to avoid damage
11.
It shall be the contractor's responsibility to secure all necessary permits prior to
fir disturbance. For utility l,)cate call 4A-Hour Locators, 1-800-424-5555.
starting construction.
4. All water lmin pipe to be cement knell ductile iron pipe conforming to AWWA C110 and
12.
Installation of corporate stops, water services, lines and meters shall not be done until
Clll or latc;t revision, thicknes Clan 52, cement mortar lining and seal coating shall
all service agreements, meter applications, construction permits, and payment of fees
I,ornror,n to AW0 C104 or latest revision. Pipe joints to be push -on or mechanical
p j I joint.
have been made to the City of Renton.
11r�drliny to be class C. Alt ductile iron pipe installed South of Sunset Blvd. (Empire
Way, SR 900) and Whst of SR 167 (East Valley Freeway) or in soils of high resistivity
13.
All connection to existing mains to be accomplished by the City of Renton, except wet
;hall he polyethylene wrapped per ANSI/AWWA C105-77 Standards.
taps which may be made by approved wet tap contractors with prior approval of from the
Department of Public Works. All necessary excavation and materials to be supplied by the
5. Cast iron and ductile iron fittings shall be cement lined
g , pressure rated as noted on
contractor and be on -site prior to City notifications.
plan;, and in accordance with ANSI/AWWA C110/A21.10-82. Cement lining shall be in
acro nlnnce with ANSI/AWWA C104/A21.4-85. If fittings are 3 inches to 12 inches in
14.
Inspection will be accomplished by a representative of the City of Renton. It shall be
liamrter and hour mechanical joints, the fittings shall be in accordance with either
the contractor's responsibility to notify the Utility Department 24 hours in advance of
ANSI/AWWWA CllO/A21.10-82 or ANSI/AWWA C153/A21.53-84. 3-inch to 12-inch diameter
backfilling all construction. The contractor as well as the Engineers shall keep as-
fitting; which have mechanical joints and/or flanged joints shall be in accordance with
built drawings.
AN-T/AVA'IA C110/A21.10.82 or a combination of ANSI/AWWA C110/A21.10.82 and ANSI/AWWA
C153/A21.53-84 such that the portion of the fitting with a mechanical joint(s), may be in
15.
Contractor to provide plugs and temporary blow -off assemblies for testing and purity
accordance_ with ANSI/AWWA C153/A21.53-84 and that portion of the fitting with flanged
acceptance
p prior to final tie-in.
jnint(s) shall be in accordance with ANSI/AWWII C11O/A21.10-82. Acceptance testing in
acconlanc-� with section 53-5.3 of AY1SI/AWWA C153/A21.53-8/I or with section 10-4.3 of
16.
All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by
AN;I/.AWWA CtIO/A21.10-82 shall be obtained by the contractnr and transmitted to the
the Star Manufacturing Company of Columbus Ohio or equal approved in writing by the
Department of Public works.
OWrle r .
6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double
17.
Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil
disc with bronze werlging device and 0-ring stuffing box. Valves shall be designed for a
mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters,
mininPTc: water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller
and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an
existing expansion joint.
Company IJO. A2380, or M&li. All valves 12" in diameter and larger, shall be installed in
a vault. See water standard detail for 1211 Gate Valve Assembly Vault and 1" Bypass
18.
A temporary cold mix asphalt patch shall be placed on the day of initial excavation with
Installation,
a permanent, sealed patch to be placed, to City of Renton policy, within ten days. Call
for subgrade inspection prior to placement of final patch. Trenches will not be left
7. Fire hydrants ;hail be Corey type (opening with the pressure) conforming to AWWA C-504-BO
open over night without prior written approval of the Inspector.
with a 6 inch inlet and a M.V.O. of 5 inches, two 2 1/2 inch hose nozzles with national
standard 7 inch, 60 degrees V. threads, O.D. thread 4.875 and root diameter 4-6263, 1-
19.
For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in
1/4" pentagon operating nut opened by turning counter clockwise (left),
unimproved areas and schedule 80 under improved areas. All chemical process lines shall
be schedule 80 PVC pipe.
R/ W 30, R/W
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18 18 3.5
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cGT
<�150/
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CEMENT CONCRETE
SIDEWALK
5'
%
2
SECTION 98 TH AVE S.E. EXTENSION
(`VERFWW
6" MIN
CLEAN-0
GATE
TYPE A CURB
�4" COMP DEPTH ASPHALT
CONCRETE CLASS B
• _ 2"COMP DEPTH CRUSHED
SURFACING TOP COURSE
°' o •o ,.o •o o -° "e• 4 COMP DEPTH CRUSHED
°0 4 0� �� o "o SURFACING BASE COURSE
6" COMP DEPTH GRAVEL BASE
COMPACTED SUBGRADE
ALTERNATE
LOCAL ACCESS ROADWAYS ONLY
TYPICAL PAVEMENT SECTIONS
PAVEMENT SECTIONS 98TH AVE S.E.
12"MAX. DEPTH TOPSOIL
FILTER FABRIC
��� /\t/'•� Gil BATTER---\
ROCKERY PLANTER POCKETS - �II
GEE LANDSCAPE PLANS �� F
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II
ORIGINAL CaRU DNO� 1
IZ"
l30' MIN
-6'MIN THICKNE%
4"- Z" AUAR2Y SPALL5/
�1
Q
j
-1"'MINUS WASHED ROC.Yi
rII.P
FILTER FABRIC
PIPE'
I PAY LI Mlrg
E XCAVATION ONLY
NOTE.
I. FLATTER 5LOPE MAY BE REQUIRED
IN LESS 5T,491_E SOI LS
2 PERF PIPE AS NEEDED FOR SUB6URFA.CE
WATER,.
B. F.EE 9EC. 5.01 .KCR&.
s. 1
�'' y/y'_ i • `tom/�i
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ROCKERY DETAIL
I
LOCKING LID
`-LADDER STEPS
100' )LAX. SP.ACI:,G [OR PIPES s0" D1,1.
200' NAX. SPACING WR PIPES 30" DIA.
IUtI CvG LIII NATURAL GROUND
AIR VENT �..
LADDER STEPS
MAX
2'MIN. p
----L-- 0 O0', I TZFTI --
1'NIN
/T
MIN
1 25' MAXIMUM LENGTH
WITH -STUB"FND & VENT
L36" MIN , STORM DRAIN
CATCH BASIN
DETENTION PIPE DETAIL
'=PAME & LADDER ORSTEPS
;i FSET. SEF NOTE 5- FRAME
> COVER _-_ A
146.7 R I M 3
Z -V
OVERFLOW
ELEV.
144.2U ' f
'CPE SUPPOQT(S).
x.o9o:,.wE
.i LTED OR IMBEDDED
'IN WALL AT -MAX.
.'SPACING. MIN
NEE SUPPORT• '.
I
MIN
121 f
02V LET PIPE
SEE ENOTE G
CATCH BASIN
36" NIN, STORM DRAIN
ALL S"PEEL I'AkTS MUJ, I
BE GALVANIZED A:vb A, NIALI
coATEb (TRI.AIMLNT 1 Ok
15EI"I Lk).
6-
Ik EDGED
G DOVE
V
5"
))-OE FTFTIR
SCOPE 005 FT/FT
•:ee , •
aI
1. E. 137.55 _T
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RESTRICTOR
PLATE W/
0 ORIFICE _
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CATCH BASIN NO.2
TYPE 1 -5411 DIA.
TYPE A CURB 81 GUTTER
- ROUND SOLID COVER
NOTES.
MARK6D'DRAIN"
WITH LOCK1NCt BOLTS.
1. SEE SURFACE PATER MGMT. DIV. BULLETIN "MI;LTIPLE
SEE DWG'.S, No 49 &So kcRs
ORIFICES-' EFF. 'SEPT. 1. 1985.
2. PIPE SIZES AND SLOPES: PER PLANS.
3. OUTLET CAPACITY. NOT LESS THAN COMBINED INLETS
e. METAL PARTS. CORROSION RESISTANT. GALVANIZED
PIPE PARTS TO NAVE ASPHALT TREATMENT 1.
5. FRAME A LADDER OATR STEPS OFFSET SO
w. CLEANOUT GE IS VISIBLE FROM TOP.
STANDARD GALVAN RED
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
STEEL LADDER/STEPS.
CLEANOUT GATE.
SEE DWG. No 97jCC RS,
C- FRAME IS CLEAR Of CURB,
6- IP METAL OUTLET PIPE CONNECTS TO CEMENT CONCRET
PIPE: OUTLET PIPE TO NAVE SMOOTH O.D. EQUAL TO
CLEA.KIOUT C]A-M SHEAR
CONCRETE PIPE I.D. LESS 1/e"-
GATE, SEE DWC,N•
53 KCWtS
7, KULTI-ORIFICE ELBOWS .MAY BE LOCATED AS SHOWN OR
ALL ON ONE SIDE OF RISER TO ASSURE LADDER
CLEARANCE.
11
36 0
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Imo- 'l,Y, I . r, -�L----✓
I.E. 137.55 `. 114
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PLAN VIEW
TYPE II RESTRICTOR CB WITH OVERFLOW
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Designed
H"
Dra�A,n
JD_G___
Checked____--_
Apprr�A ed-
D\,vg.
Number
3-175-0101-20
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