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PLAN VIEW
CATCH BASIN GUTTER PAN
SECTION AO
A.
SECTION OB
(1n
VARIES (SEE CONTRACT)
WHEN SPECIR
VARIES - 10' MIN. (SEE CONTRACT) 6' -0'
6°
SIOEWA(E
TO A WALL (SEE DETAIL)
r
SIDEWAIX
VARIES - B' 0" MIN.
CEMENT CONCRETE
%, 1/2' R. (TYP.
A
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3/6' FXPAN4CN
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IN BID ITEM
8.
(PtWmIDES1 SPECFlEO
IN
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1/4' PRE MCLOED
EDGE DETAIL
JON i FILLER
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PLAN VIEW
CATCH BASIN GUTTER PAN
SECTION AO
A.
SECTION OB
(1n
RAMP WTH MAV SEE NOW 1 CEMENT TE
CONCRE
AOPE (TV.) B CURB k WTTFR J
FLAN NEW (SEE NOTE 3)
CELFNT tlW RE1E 11� ENrRANCE TYPE 1
NOT TO SCALE
VARIES - tO MN. 6 -0°
RAMP (SLE CONINACT) RA1I
ON .
CEMENT LGRETE IE PEDESTRIAN / m�
MRS (TYP J %D
®r
ImD
7.—F---
CONCRETE 3/8' IXPANENN JCNi (TR.)
9DEWIL( (SEE SM. FILAR F -3)
SECTOR
N.J
ONIRACTJ
ENT COVCREIE a AUK
6' -0° V -0'
L 1/Y R (TYP.) DEPRESSED
CURB a OTTER
VARIES (SEE NOTE 3)
3 18' EYPANMON JOINT
(WE SID. PLAN F -3)
DRIVEWAY SECTOR B
(BY OTHERS)
CEMENT CONCRETE
CURB AND GUTTER PLAN
SHEET 1 OF 1
1 ADOPTED
CM OF RENTON
STANDARD
r� DAM a4/04 s /oa
DWG. NAME: F001 SP PAGE: F00
1'- 0"
VARIES (SEE CONTRACT)
WHEN SPECIR
VARIES - 10' MIN. (SEE CONTRACT) 6' -0'
6°
SIOEWA(E
TO A WALL (SEE DETAIL)
r
SIDEWAIX
VARIES - B' 0" MIN.
CEMENT CONCRETE
%, 1/2' R. (TYP.
CURB NOT
INCLUDED
\�
3/6' FXPAN4CN
.MW1T
IN BID ITEM
8.
(PtWmIDES1 SPECFlEO
IN
J (SEE
T. PLAN F -3)
i
(6eZ SID,
E -1
1/4' PRE MCLOED
EDGE DETAIL
JON i FILLER
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WITH RAISED EDGE
I
RAMP WTH MAV SEE NOW 1 CEMENT TE
CONCRE
AOPE (TV.) B CURB k WTTFR J
FLAN NEW (SEE NOTE 3)
CELFNT tlW RE1E 11� ENrRANCE TYPE 1
NOT TO SCALE
VARIES - tO MN. 6 -0°
RAMP (SLE CONINACT) RA1I
ON .
CEMENT LGRETE IE PEDESTRIAN / m�
MRS (TYP J %D
®r
ImD
7.—F---
CONCRETE 3/8' IXPANENN JCNi (TR.)
9DEWIL( (SEE SM. FILAR F -3)
SECTOR
N.J
ONIRACTJ
ENT COVCREIE a AUK
6' -0° V -0'
L 1/Y R (TYP.) DEPRESSED
CURB a OTTER
VARIES (SEE NOTE 3)
3 18' EYPANMON JOINT
(WE SID. PLAN F -3)
DRIVEWAY SECTOR B
(BY OTHERS)
CEMENT CONCRETE
CURB AND GUTTER PLAN
SHEET 1 OF 1
1 ADOPTED
CM OF RENTON
STANDARD
r� DAM a4/04 s /oa
DWG. NAME: F001 SP PAGE: F00
1'- 0"
VARIES (SEE CONTRACT)
WHEN SPECIR
MIN.
6°
SIOEWA(E
TO A WALL (SEE DETAIL)
SIDEWAIX
VARIES - B' 0" MIN.
(SEE CONTRACT)
%, 1/2' R. (TYP.
CURB NOT
INCLUDED
\�
IN BID ITEM
8.
...:
....:.a:...
-,.
+I 2R�
SEE RAISED
1/4' PRE MCLOED
EDGE DETAIL
JON i FILLER
CEMENT CONCRETE SIDEWALK
WITH RAISED EDGE
SLOPE ROUNDING VARIES (SEE CONTRACT)
WHEN SPEaMED SIDEWALK MAY BE ADJACENT
IN CONTRACT TO A WALL (SEE DETAIL)
SIDEWAU
VARIES - 6 - 0' MIN
(SEE CONTRACT)
1/2" R. (TYP.)
2R 2%-
SEE CURB FACE DETAIL
MONOUTHIC CEMENT CONCRETE
CURB AND SIDEWALK
SLOPE ROUNDING
VARIES (SEE CONTRACT)
WHEN SPECIR
SIDEWAU( MAY BE ADJACENT
IN CONTRACT
TO A WALL (SEE DETAIL)
SIDEWAIX
BUFF
VARIES - 5' - 0" MIN.
(SEE CONTRACT)
(SEE
IRIES,(
1/2' R. (TYP)
2R
+I 2R�
CEMENT CONCRETE SIDEWALK
ADJACENT TO BUFFER STRIP
CEMENT CONCRETE SIDEWALK
SHEET 2 Of 3
ADOPTED
CITY OF RENTON
6TINDAM PLANS
L4f DAM: 09/04
DWG. NAME: F005 -1 SP PAGE: F005.1
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 3 OF e
ADOPTED
CLTY OF RSNIVN
SfATTDI PLANS
T L4f DIM : D4/04 y04
DWG, NAME: F004 -2 SP PAGE: F004.2
2" CLAS
W2" TO 6" C
OR Cl
VARIES (SEE CONTRACT)
`SIOEWAU( MAY BE ADJACENT
TO A WALL (BEE DETAIL)
R. (TYP.)
°I 1/4' PREMOWED
JUNT FlLLER
CEMENT CONCRETE SIDEWALK
ADJACENT TO CURB
IMIN MIN MIN MINIMIN
F— 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1" 7' 2.5' —.{ 1' 1'
MIN (MINI MIN IMINIMIN
2" CLASS 'B'
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
4 FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
:ENTER LINE OR
ANE LINE
-ACP CLASS*
6" CRUSHED SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CNY OF RONON
..
90 FLANS
LIN u
iR DAYt oz /Os
DWG. NAME: H032 -1 SP PAGE: H032.1
CEMENT CONCRETE SIDEWALK
SHEET 1 OF 3
ADOPTED
CM OF RENTON
31'ANDARO PLOE1
Lar DA=: o4/04 s /a4
DWG. NAME: F005 SP PAGE:
R -3101 I I
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD ASSOCIATES
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TRIAD
ASSOCIATES
12112 1150h Ave. NE
K,M.Rd, WA 98034E923
425.821.8448
425.821.3481 fim
800.488.0756 toll free
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