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1'-0' V-0- ISEE CONTRACT)
ROU DING 2��'0 1 1/2- JIN) R. (TYP.)
CURB NOT INCLUDED IN BID ITEM -
a•e , t • S.•
�, ..
SEE RAISED EDGE ' 3re' (IN) PREAIOLDEO
1'-0" SIDEWALK DETAIL- THIS SHEET JOINT FILLER
ALL CUT MIN. (SEE CONTRACTI
SLOPES
1/2' UN) R. (rVP.) WITH RAISED EDGE
++ _1 2 0'. 1 1$,A .. RB NOT INCLUDED IN BID ITEM -
3.8" (INI PREMOLDED ,.;\ FINISHED GRADE 1' (IN) BELOW
JOINT FILLER '/ TOP OF CONCRETE SURFACE
2'-0- SIDEWALK
ADJACENT TO CURB ;RDU
0' MIN. (SEE CONTRACT)
G MZ' (IN) R. (TYP.)
\ CURB NOT INCLUDED IN BID REM -
�2.0% 1' t 1 5%
BRIDGE OR PEDESTRIAN PREMOLOED WALL OR BARRIER
RAILING JOINT FILLER
ADJACENT TO CURB
BARRIER - SEE SIDEWALK (STEEP FILL SLOPES)
CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIEfjt.-
I 112" (INI R. (TYP.)
FLUSH I I ' 1 5x -� CURB NOT INCLUDED IN BID ITEM - SIDEWALK
T.
112'
VERTICAL WALL- 31e' (IN) PREMOLDE(
SEE DETAIL JOINT FILLER (TYP.) • ADJACENT TO CURB AND RAILING OR WALL (IN) PREMOLDED
JOINT FILLER
SIDEWALK BUFFER STRIP
(SEE CONTRACT) (BEE NOTE 10)
1 z" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL
CURB NOT INCLUDED IN BID ITEM -
1.5%MlN 6'
LEVEL
112' IIN) R.
FINISHED GRADE 1" (IN)BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED •'
ADJACENT TO BUFFER STRIP 4"
GROOMED FINISH • • ' • • '
4' WIDE. SMOOTH
4 • QE, „ r TROWELED PERIMETER RAISED EDGE DETAIL
12' \` EXTEND SIDEWALK TRANSVERSE
Q' JOINTS TO INCLUDE RAISED EDGE
a, • - -' ��.�\ �� CEMENT CONCRETE CURB
G \� (CURB AND GUTTER SHOWNI
NOT INCLUDED IN BID ITEM
0 For NOTES see STD PLAN 104.2.
Paved surfaces must comply with
STD PLAN 102.1 as applicable.
ale" z 11e�
CONTRACTION JOINT
IN SIDEWALK ONLY
EXPANSION JOINT IN BOTH . �,•� I'%?. TO ! • • �.��.?. TO
CURB AND SIDEWALK ( SEE STD PLAN 101 1, .Q P
JOINT AND FINISH PREMOLDED
DETAIL JOINT FILLER
E EXPANSION JOINT (-C) CONTRACTION JOINT
O~�Y or PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK PPR0 ED:
T ATE
Gregg Zimmerman, Public Works Administrator
A - \� CEMENT CONCRETE
CURB 8 GUTTER
(SEE NOTE 3)
CEMENT CONCRETE / ij - DEPRESSED MONOLITHIC
CURB t, GUTTER
SIDEWALK (SEE DETNL THIS SHEET)
�\ u� TYPE C2B - ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 3/8" joint filler along the driveway lane lines FACE OF CURB
(see std, plan 102). Construct expansion joints parallel with the SEE (DC SEE DEPRESSED CURB DETAIL
centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT J e fir ON THIS SHEET
widths exceed 30'. STO PLAN 102 s 11•e' , 11
b / 1R'R. TOP OF
ROADWAY
2. See std, plan 102 for sidewalk details. -- -a _ N
3. Curb and gutter shown, other curb designs may be specified.
See std. plan 101 for curb details.
4. Not used.
I- i 111
5. The engineer will design all driveways to Include elevations at all NOTE DRIVEWAY LONGITUDINAL EXPANSION
points marked with symbol "X". All elevations are at the back of JOINTS SHALL BE FULL DEPTH
curb top on uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown In the corresponding Isometric view_
8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB
R303.2.3 of the Revised Draft Guidelines for Accessible Public 1"
Rights -of -Way of Novembcr 23, 2005 (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved on
a case -by -case basis. '. p �," R -c; VTTtER SURFACE
( D
10. STREET STANDARDS = Renton Municipal Code (RMC) • • o,
Tittle IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Driveway Example: TYPE C1 B
CHAPTER 4 R=1coldental. C=Commercial j I
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, - J
Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAXI Lana Commercial)
REGULATIONS B-Buffer(PlentingSfrip), Blank=NOBufer
I
37D
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY g-�_D:
- 1042
i DEPARTMENT ENTRANCES - NOTES AND DETAILS
T &TE
UANU-
OR
ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS
FOR
ALL UIM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
M X
0
m m C
0 0
�30
DapZ
Div
U7
MOUNTING ON EXISTING
METAL POLE OR LIIMINAIRE
" MIN
5/113 "x2-1 /2"
GALVANIZED BOLT W11H
GALVANIZED WASHERS.
tilE Sn; -ill
1
i, 14 50 f DR :'USI
MTALLA3er t1ETAl5
"W FH1M C70M
-- - - YErkf y
.G Al s
0.3 NOR DOICER R,AL113$ 73
C s
_ SIR
TYPICAL INSTALLATION
NOTES
1. DIMENSIONS FOR THE PARTS USED TO AS5EMEILE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS
THAT ARE IN COMPOANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2, A 2" (IN) POST WITH A 2 1/4' (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PEST ANCHOR MAY BE
SLIBSTiTLJTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9- 06 AND 9-26-
EDGE OF TRAVELED
ROADWAY
30---I
FOR REFLECTOR12ED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SION FACE ORIENTATION
Mt I AL t•Ub I
12
TOP OF ANCHOR
SICN POST
�_
LOWER SOUAR
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5
TU$Ey
C)
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SLw
FINISHED
'
co
e
On - On
LINE
LOWER SiCN 5/16 Ify CORNER BOLT
O
r
POST SUPPORT OR 3/8 (IN) FLANGED
SHOULDER 900 IAnTH
NUT AND WASHERS -
2 REQUIRED (TYP.)
f30LT STOP
ra m5
FOR SIGN POST
TYPE ST-4 SION SUPPORT
r
LOWER SIGN POST SUPPORT h- 2.25-
(IN), 7-GAGE, HDT-DIP GALV.,
I - HEAVY-DUTY ANCHOR
IAM
COMMERCIAL CONCRETE
MOUNTING ON METAL IFOUT
SIGN MOUNTING ON SINGLE STD. PLAT"[- 129
PUBLIC WORKS METAL POST APPROVED -
DEPARTMENT (ADOPTED) A 1 W2_-�6
DATE
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
NOTES.
1. SlG14S SHALL BE WHITE LETTERING ON GREEN
BACKGROUND WITH A 0.3'BORDER, DOUBLE
SIDED.
2, SIGN BLADE SHALL HE B" EXTRILIOED
ALUMINUM, TREATED, O.OBO GAUGE,
3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY
PRISMATIC OR APPROVED EQUAL.
4, LETTERING SHALL BE CUR FROM 3M
ELEGTROCUT (EC) FILM SERIES 117D OR
APPROVED EQUAL-
5 FONT SHALL BE FHWVA C20DOEX UPPER AND
LOWER CASE PER SECTON 2D.43 OF THE
M U T C,O,
6. POST SHALL 8E MINIMUM OF 2'X2" SQUARE
TUBE. SEE STANDARD DETAIL G008.3 FOR
INSTALLATION DETAILS.
N
\�
15• (typ) see note 1
'm 4" DIAMETER SMOOTH
4 hook clamps evenly
BARS EQUALLY SPACED
placed see detail below
(4" O.C. MAX.)
0
A t
A
Provide maintenance access
by welding 4 crossbars to 4
vertical bars as shown.
Hinge upper ends with Flanges/
bolts and provide locking
mechanism (padlock) on
lower end.
Locate steps directly below.
PLAN VIEW
NTS
LOWER STEEL BAND a' x 4" WIDE
FORMED TO FIT ON GROVE
OF C.B. RISER
24"
UPPER STEEL SEE
BAND w4" X 4" NOTE 1
WIDE /ME=
TYPE 2
SMOOTH -�
VERTICAL BARS
C.B. RISER
HOOK CLAMP
CNCHORED
TO C.B. RISER
DETAIL HOOK CLAMP
NTS
314" DIA. SMOOTH ROUND BARS
WELDED EQUALLY SPACED.
BARS SHALL BE WELDED TO
UPPER & LOWER BANDS
(24 BANDS EVENLY SPACED SEE
NOTE 1)
SECTION A -A
NTS
STANDARD GALVANIZED
STEPS OR LADDER
NOTES:
1. Dimensions are for illustration on 54" diameter CB. For different diameter CB's adjust to maintain 45°angle on
"vertical" bars and 7" o.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
PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20
�DEPARTMENT
F
MARCH 2O08
SURVEYED:
BCE
DESIGNED:
BJT
BK
1/20/1
BJT
DRA RAG
BK
1 1/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Plonning/Building/Public Works Dept.
- 6' lroll ('1woua
min
- 6" min
rmin
Go omiefoodng -
kayed Ilydd
wdiie4u 5cd SECTION A -A
as shown NITS
Nate:
For SWIPE, pipe must be Tree to
slide inside a 4' long SgCllon of pipe
one size diameter larger.
� r l
1 stra i4kmt� In anchor
Ifli._,_
h
1' min. dlamalQr
I.�; sleskrodlslravl
P ABDPfEty
to PI -
8" min _'• ITS A
_ concreW 1GQting
,•
r F
keyed Into
undlshurbetl soil
*IJ PI. +'
aS Shown
SECTION we
NTS
STD. PLAN -- 221.30
PUB14IC WORKS STRAP PIPE ANCHOR DETAIL
DEPARTMENT
MARCH 2006
T
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CITY OF RENTON `Gj� 04.
DEPARTMENT OF PUBLIC WORKS J 2
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APPROVED BY DATE uJ
APPROVED BY DATE V� A`'
APPROVED BY DATE �A ° CONSJ
APPROVED BY DATE v
ROAD AND DRAINAGE NOTES AND DETAILS DATE
1 E1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202 W
BELLEVUE, WA 98004 SHEET OF
45 68 pp
T - 3 9 2 3 0 8 IR