HomeMy WebLinkAboutR-38070518'x12* SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
12"06" PLAQUE
TYPICAL AT ALL
Y& ACCESSIBLE
PARKING SPACES
ACCESSIBLE PARKING SIGN
GALVANIZED
SQUARE TIRE PER
SIGN MOUNTING
z ANO BASE DETAIL
v
= REFER TO SIGN
MOUNTING AND
BASE DETAIL
z NOTES:
. PLANS FOR ACCESSIBLE PARKING
W � 1LOCATIONS. SITE 5.
F� fWl
J 2. LOCATE SIGN AT END OF STALL AT CENTER LINE
a = 2.5' BEYOND FACE OF CURB � .'•�I�' .•
�r 3. THE MIN. HEIGHT OF THE BOTTOM OF THE
LOWEST SIGN SHALL BE 60".
Z SING L ST
0 ADA PARKING STALL SIGN
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VALLEY GUTTER
CONTRACTION
JOINT PER DETAIL
�� CEMENT CONCRETE
3.0
WALK PER DETAIL
INTEGRAL CURB
SCALE: NTS
♦r% IA^r*►lT PfA11C1kal"\IT
SITE AND SURFACING NOTES:
1. CONTRACTOR TO REPAIR /REPLACE ALL D(ISTNJG FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE—CONSTRUCTION CONDITION.
2. SOIL OR FILL MUST BE COMPACTED BENEATH PAVEMENTS TO 9576 RELATIVE COMPACTION FOR THE UPPER 12 INCHES OF SUBGRADE AND
90% BELOW THAT LEVEL. SOIL OR FILL MUST BE COMPACTED BENEATH FOOTINGS, SUBS, OR WALKWAYS TO 95% RELATIVE COMPACTION.
3. ANY PAVEMENT CUT/DAMAGE ON NE 4TH STREET WILL REQUIRE FULL PANEL RESTORATION PER CITY OF RENTON TRENCH RESTORATION
REQUIREMENTS.
'�' "'
G- a r
4 6 c
0R
II h� j II.iMfi
AC(LAS'S*
OF eTUR
OF PXVEEMENT
'E N Tlµ R I::Wlµ• :OR
NE- LIME.
TRENCH PAVEMENT RESTORATION DETAIL
DRAINAGE SLOT
PER MANUFACTURER'S DETAILS
PRECAST CONCRETE
WHEEL STOP
� I
DIAMETER PER
� I
MANUFACTURER'S
i� DETAILS
6.5- 6 �041
5.5"y
- a
a ..'WC4DRAINAGE SLOT
A V a #4 REINFORCING BAR
..'d " MIN UFACTL ERS: (MIN.) IMBEDDED 18"
GREEN CAST CONCRETE DUCTS, LLC. INTO SUBGRADE
OLD CASTLE PRECAST, INC.
3" 6.5" 10 HOLROYD COMPANY, INC.
I ITT PUGET SOUND PRECAST
WHEELSTOP
5
SCALE: NTS
'j V"
X40
4:Z
�v1, A c'
b43432. �w
UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'s AGI STEg��
2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO.
Aug 25 2015 4:1.2 PM COST
SCALE: NTS
TOP OF REINFORCING
BAR FLUSH WITH TOP
OF CONCRETE
REINFORCING PER
MANUFACTURER'S
DETAILS =
_
� e
i
"
I
II
SCALE: NTS
REVISION
TYPE 1
(HOT MIX ASP44ALL.T)
TYPE 2
(HOT MIX ASPHALT)
TYPE 3
(HOT MIX ASPHALT)
TYPE 6 EXTRUDED CURB
8"
In 6n 1n
•
-- ---------------------------------- -
:
•r
fib.
N �.
m---------- --------
- # 3 BAR
--. ................... ......
TYPE 4
(CANT CONCRETE)
$!'
1n 6n An
1
7" v �! n -
R. - -------------- .t :
C4; N
I:
•
3 BAR
TYPE 5
(Cl T CONCOM)
2 1/2"
10"
5"
TYPE t
(CGMENT cam)
RESERVED
• • 60 r • +
PARKING
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ACCESSIBLE PARKING SIGN
GALVANIZED
SQUARE TIRE PER
SIGN MOUNTING
z ANO BASE DETAIL
v
= REFER TO SIGN
MOUNTING AND
BASE DETAIL
z NOTES:
. PLANS FOR ACCESSIBLE PARKING
W � 1LOCATIONS. SITE 5.
F� fWl
J 2. LOCATE SIGN AT END OF STALL AT CENTER LINE
a = 2.5' BEYOND FACE OF CURB � .'•�I�' .•
�r 3. THE MIN. HEIGHT OF THE BOTTOM OF THE
LOWEST SIGN SHALL BE 60".
Z SING L ST
0 ADA PARKING STALL SIGN
�!�—�!�—art—iii`—��—Li`—.1� �•'
�• i• i =• .i
"0 i i► i
:�7'i.iii.�rti:��'�..�1•...�.��'. i F.i
iAAAMMIL
VALLEY GUTTER
CONTRACTION
JOINT PER DETAIL
�� CEMENT CONCRETE
3.0
WALK PER DETAIL
INTEGRAL CURB
SCALE: NTS
♦r% IA^r*►lT PfA11C1kal"\IT
SITE AND SURFACING NOTES:
1. CONTRACTOR TO REPAIR /REPLACE ALL D(ISTNJG FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE—CONSTRUCTION CONDITION.
2. SOIL OR FILL MUST BE COMPACTED BENEATH PAVEMENTS TO 9576 RELATIVE COMPACTION FOR THE UPPER 12 INCHES OF SUBGRADE AND
90% BELOW THAT LEVEL. SOIL OR FILL MUST BE COMPACTED BENEATH FOOTINGS, SUBS, OR WALKWAYS TO 95% RELATIVE COMPACTION.
3. ANY PAVEMENT CUT/DAMAGE ON NE 4TH STREET WILL REQUIRE FULL PANEL RESTORATION PER CITY OF RENTON TRENCH RESTORATION
REQUIREMENTS.
'�' "'
G- a r
4 6 c
0R
II h� j II.iMfi
AC(LAS'S*
OF eTUR
OF PXVEEMENT
'E N Tlµ R I::Wlµ• :OR
NE- LIME.
TRENCH PAVEMENT RESTORATION DETAIL
DRAINAGE SLOT
PER MANUFACTURER'S DETAILS
PRECAST CONCRETE
WHEEL STOP
� I
DIAMETER PER
� I
MANUFACTURER'S
i� DETAILS
6.5- 6 �041
5.5"y
- a
a ..'WC4DRAINAGE SLOT
A V a #4 REINFORCING BAR
..'d " MIN UFACTL ERS: (MIN.) IMBEDDED 18"
GREEN CAST CONCRETE DUCTS, LLC. INTO SUBGRADE
OLD CASTLE PRECAST, INC.
3" 6.5" 10 HOLROYD COMPANY, INC.
I ITT PUGET SOUND PRECAST
WHEELSTOP
5
SCALE: NTS
'j V"
X40
4:Z
�v1, A c'
b43432. �w
UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'s AGI STEg��
2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO.
Aug 25 2015 4:1.2 PM COST
SCALE: NTS
TOP OF REINFORCING
BAR FLUSH WITH TOP
OF CONCRETE
REINFORCING PER
MANUFACTURER'S
DETAILS =
_
� e
i
"
I
II
SCALE: NTS
REVISION
TYPE 1
(HOT MIX ASP44ALL.T)
TYPE 2
(HOT MIX ASPHALT)
TYPE 3
(HOT MIX ASPHALT)
TYPE 6 EXTRUDED CURB
8"
In 6n 1n
•
-- ---------------------------------- -
:
•r
fib.
N �.
m---------- --------
- # 3 BAR
--. ................... ......
TYPE 4
(CANT CONCRETE)
$!'
1n 6n An
1
7" v �! n -
R. - -------------- .t :
C4; N
I:
•
3 BAR
TYPE 5
(Cl T CONCOM)
2 1/2"
10"
5"
TYPE t
(CGMENT cam)
1/4• WIDE SAWED
coNsrRucnoN ,air
D/4
o
a `d
CONTRACTION JOINT
CEMENT CONCRETE PAVEMENT
13/8" TO 1/2" R
CEMENT CONCRETE _
PAVEMENT
_
CRUSHED SURFACING =
TOP COURSE
SUBGRADE
3/8" PREMOLDED JOINT FILLER
THROUGH FULL DEPTH OF
CONCRETE PAVEMENT =
EXPANSION JOINT
CEMENT CONCRETE WALK
♦ ..i r9
F--; ,
12" 12,. 8E - -- - --
- - •_ EN JOINTS (TMP) -- - - -- - - - --
-- .►I
I
12" n
-- -
1" MIN. (TYP.)
CEMENT CONCRETE EXTRUDED CURB ---� �
# 3 BARS (TYP.)
SPACING OF ANCHOR BARS
(FOR TYPES 4, 5, AND 6)
NOTE
JOINTS MAY BE FORMED DURING INSTALLATION USING
A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES
TO MINIMUM STRENGTH.
NOTES�
1. EXTRUDED CURB SHALL BE PER WSDOT STD. SPEC.
8-04.
2. PAVEMENT SECTION SHALL EXTEND 6" BEYOND BACK OF
CURB.
3. WHERE EXTRUDED CURB ABUTS LANDSCAPE AREAS:
a. PROVIDE 1 " DIAMETER PVC DRAINS AT MID POINT N"o y
BETWEEN JOINTS, 10 ON CENTER. INVERT OF DRAIN �, �FAsx/t, _ 6
SHALL BE 1 ABOVE TOP OF PAVEMENT.
b. FILED GRADE AT E CURB INTERFACE
SHALL BE 1 BELOW TOP OF CURB. a
\ C C VJ
/11 31805 �O 4
EXPIRES AUGUST 26, 200 i
wx cum
"AIi� PLM F-10.42-00
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Ken L. SnW0 01-23-07
STATE DE8tON ENSI14EER DATE
Wedunvlon Skft Dgwrknew of TmupoNgfion
SCALE: NTS
4" REBAR 0 24" O.C. 1/2" PREMOLDED JOINT FILLER
BOTH DIRECTIONS 2" CLR. R 1/2 THROUGH FULL DEPTH OF
4-1 CONCRETE PAVEMENT
d CEMENT CONCRETE (FIXED STRUCTURE)
PAVEMENToll
a °
CRUSHED SURFACING ISOLATION JOINT
/X jX j� BIOSE COURSE
INSUBGRADE
1/4' WIDE SAWED
CONSTRUCTION JOINT
Q D 4 .
� a A-
(QRST PLACEMENT) (SECOND PXEMErrr)
CONSTRUCTION JOINT
N � 1 /8" TO 1/4* NOTES:
1. DEPTHS ARE COMPACTED THICKNESS.
3/8" TO 1/2m R 2. CONTRACTION JOINTS SHALL BE SPACED AT
4'-0" AND EXPANSION JOINTS SHALL BE
° SPACED AT 12'-0" FOR SIDEWALKS.
3. MAXUM CROSS SLOPE OF SIDEWALK
SHALL. BE 2.00%. REFER TO GRADING PLAN
CONTRACTION JOINT FOR DETAILED GRADING.
3/8" PREMOLDED JOINT FILLER
THROUGH FULL DEPTH OF
N 3/8" TO 1/2w R CONCRETE PAVEMENT
(FIXED STRUCTURE)
ISOLATION JOINT
SCALE: NTS
NOTES:
1. DEPTHS ARE COMPACTED THICKNESS.
2. ALL SAWED JOINTS SHALL BE SEALED
N
SCALE: NTS
�r.FUFNr rnar.RFrF �1
CONTRACTION
JOINT PER DETAIL
- ADJACENT PAVEMENT
PER PLANS
ZERO HEIGHT CURB
10 SCALE: NTS 11
AS NOTED """'�"' CITY OF TACO TIME RENTON HIGHLANDS k08.25.2015
RENTON
Ste"` u t400su5
�� DATUM planning/Building/Public Works Dept. SITE AND SURFACING
If ow ,3.02
.c rM
PLAN DETAILS
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o
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CONTRACTION JOINT
CEMENT CONCRETE PAVEMENT
13/8" TO 1/2" R
CEMENT CONCRETE _
PAVEMENT
_
CRUSHED SURFACING =
TOP COURSE
SUBGRADE
3/8" PREMOLDED JOINT FILLER
THROUGH FULL DEPTH OF
CONCRETE PAVEMENT =
EXPANSION JOINT
CEMENT CONCRETE WALK
♦ ..i r9
F--; ,
12" 12,. 8E - -- - --
- - •_ EN JOINTS (TMP) -- - - -- - - - --
-- .►I
I
12" n
-- -
1" MIN. (TYP.)
CEMENT CONCRETE EXTRUDED CURB ---� �
# 3 BARS (TYP.)
SPACING OF ANCHOR BARS
(FOR TYPES 4, 5, AND 6)
NOTE
JOINTS MAY BE FORMED DURING INSTALLATION USING
A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES
TO MINIMUM STRENGTH.
NOTES�
1. EXTRUDED CURB SHALL BE PER WSDOT STD. SPEC.
8-04.
2. PAVEMENT SECTION SHALL EXTEND 6" BEYOND BACK OF
CURB.
3. WHERE EXTRUDED CURB ABUTS LANDSCAPE AREAS:
a. PROVIDE 1 " DIAMETER PVC DRAINS AT MID POINT N"o y
BETWEEN JOINTS, 10 ON CENTER. INVERT OF DRAIN �, �FAsx/t, _ 6
SHALL BE 1 ABOVE TOP OF PAVEMENT.
b. FILED GRADE AT E CURB INTERFACE
SHALL BE 1 BELOW TOP OF CURB. a
\ C C VJ
/11 31805 �O 4
EXPIRES AUGUST 26, 200 i
wx cum
"AIi� PLM F-10.42-00
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Ken L. SnW0 01-23-07
STATE DE8tON ENSI14EER DATE
Wedunvlon Skft Dgwrknew of TmupoNgfion
SCALE: NTS
4" REBAR 0 24" O.C. 1/2" PREMOLDED JOINT FILLER
BOTH DIRECTIONS 2" CLR. R 1/2 THROUGH FULL DEPTH OF
4-1 CONCRETE PAVEMENT
d CEMENT CONCRETE (FIXED STRUCTURE)
PAVEMENToll
a °
CRUSHED SURFACING ISOLATION JOINT
/X jX j� BIOSE COURSE
INSUBGRADE
1/4' WIDE SAWED
CONSTRUCTION JOINT
Q D 4 .
� a A-
(QRST PLACEMENT) (SECOND PXEMErrr)
CONSTRUCTION JOINT
N � 1 /8" TO 1/4* NOTES:
1. DEPTHS ARE COMPACTED THICKNESS.
3/8" TO 1/2m R 2. CONTRACTION JOINTS SHALL BE SPACED AT
4'-0" AND EXPANSION JOINTS SHALL BE
° SPACED AT 12'-0" FOR SIDEWALKS.
3. MAXUM CROSS SLOPE OF SIDEWALK
SHALL. BE 2.00%. REFER TO GRADING PLAN
CONTRACTION JOINT FOR DETAILED GRADING.
3/8" PREMOLDED JOINT FILLER
THROUGH FULL DEPTH OF
N 3/8" TO 1/2w R CONCRETE PAVEMENT
(FIXED STRUCTURE)
ISOLATION JOINT
SCALE: NTS
NOTES:
1. DEPTHS ARE COMPACTED THICKNESS.
2. ALL SAWED JOINTS SHALL BE SEALED
N
SCALE: NTS
�r.FUFNr rnar.RFrF �1
CONTRACTION
JOINT PER DETAIL
- ADJACENT PAVEMENT
PER PLANS
ZERO HEIGHT CURB
10 SCALE: NTS 11
AS NOTED """'�"' CITY OF TACO TIME RENTON HIGHLANDS k08.25.2015
RENTON
Ste"` u t400su5
�� DATUM planning/Building/Public Works Dept. SITE AND SURFACING
If ow ,3.02
.c rM
PLAN DETAILS
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