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EXISTING ASPHALT
PAVEMENT
SAWCUT
RESIDENTIAL STREET MIN.
4" HMA CLASS 318" PG 64 -22
6" CRUSHED SURFACING BASE
COURSE, WSDOT 9.03 -9(3)
1/2 -X4- EXPANSION MATERIAL
1/4 -R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
1/2 -X4- EXPANSION MATT
1 /4 -R AT JOINTS
-W -WDTH OF SIDEWALK
2.0' NEW CURB _
MIN. & GUTTER
"4.
rii..wn
EXISTING AND /OR
PROPOSED
GROUND
12" MIN. DEPTH 4" AVERAGE
FACE QUARRY
SECTION ROCK
1/2 "X4- EXPANSION MATERIAL
1 /4 -R AT JONTS v CEM. CONIC. CURB AND GUTTER
SCORE LINES
CEMENT CONCRETE
CURB AND GUTTER PER
CITY OF RENTON
STANDARD DETAIL
F001.
1 /4 - /FT. SLOPE ONLY
1 /2 -R
1 1 /4 " /FT SLOPE
1/2 R 4• /2 -R
PAVEMENT AS PER PLANS
4 1 PAVEMENT AS PER PLANS
STANDARD CEM. CONIC. CURB AND CONIC. PARKWAY STANDARD CEM.
CURB M10 GUTTER GUTTER
SECTION A —A SECTION B —B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
T
AYR p W mINR sHN BE PUCEO NOT TO EYEEED IS' C/C N ( LE $ TN.W 10' C /C, THEY 91ALL
NOT °E LE65 TH. M6 w INKY W M0 9Iµ1 BE EXTDIDED 2- MOW THE WTTER LINE I/Z
IMO AYNR 91NL W R.10E0 AT AL CQD M n AS WRCTEO BY EHONEER MD MALL EXTEND I-
BELGY( f/JIIORIF.
WEIK TM 9OMw 6 TO BE MACED M. NST INE EVRB MET WTTLR THE MNT CHUL BE A BOLD
! .. L /3 -X S EV9 W WIWIL 9ULL BE P -D RW P.C'S TO P.i'S AT ILL B B RETW NS
ln'IU- E W.w9W ..T 9ULL BE PAM AT ELERY FOAM 9DEWIIX .81
THE COMM E YIX FM SPVAW XS 91XLL COVptlI TO ME REOW.TS OF C1A55 0 D /�) WITH MR
ENIRANIENi.
1M C EW SXWl Wl2 A ONW 11191 WITH ALL EDGE$ HAMIC A 2 1/2- TOOLED FINISH
9AWA[E cowACnW 9IM1 a sox (9a9rEO PROBTW}
H
Know what's below.
Cal before you dig.
TYPICAL SIDEWALK
0 ADOPTED
CRY OF RENITR
STANDAILD PLANS
" LTI DATE 06/0<
DWG. NAME: F007 SP PAGE:FO07
Ie
J
FILTER FABRIC
PAVEMENT
6" 2" THICK CRUSHED SURFACING BASE
I I COURSE STRIP AT RAIN GARDENS
NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
SPECIFICATION 8-04.3.
FLUSH CURB
L NOT TO SCALE
VYENi CMdEIE
(!'� wne Aw wmx
PREUO.OEO .Kwi IYER - "Yy
V -0' R
Lill L
LJ
1[X aASH in.WE MD OUR
wTRn PAN NOT wD]nED w elo Im)
PLAN NEW
CATCH BASIN GUTTER PAN
3._6•
A�WWIIFR PM
FuLTE
51/I' u0 W.IE
IM R 1' R -3 ROIDN/. 5"
--IX/ ACVE1
TOP M
An.9sTLxHr ACMV .I
Dqi INwLW➢ IX BD OEY) -T- BA9X w WLFr
7t , 1 11 -
(NOT wCLwED IN W IRU)
SECTION ( A )
6In'
sIn'
SEC11oN t B 1
CEMENT CONCRETE
CURD AND GUTTER PLAN
SHEET 1 OF 1
® ADOPTED
CITY OF UNION
a.♦
STANDARD PLANS
LTT DATE: 04/04
DATE REVISION BY APPR DWG. NAME: F001 SP PAGE: FOOL
ADDENDUM NO. 4
REVISION
AC B 1 28 14 WJF
AC: 1124/14 WJF
BY I DATE I APPR
A BRAUN
F. KATONA
W. FIERST
M
S. COMFORT
30'
i^6' �^
10, 10, I TRAVEL LANE TRAVEL LANE PARKING
I
3' -
�
r WCUT
ROW
8' 5' I
LANDSCAPE CONCRETE
PLANTER SIDEWALK
LANDSCAPE
0.5' 0.5'
VARIES 150
EXISTING ,,•.•"•-" a /��•�.� /nn /<Invr�raX /!t /��7T7 /.
PAVEMENT e3 CONCRETE CURB&
GUTTER
S 27TH STREET IMPROVEMENT SECTION
STA 22 +70.85 TO STA 31+92.34
I 30'
VARIES ROW
16' MIN; 22' MAX
I- 10' 10' -�-- 6' 5.5' VA
PAR RIES —i
I TRAVEL LANE TRAVEL LANE KING SIDEWALK LANDSCAPE
3' 0.5'
F WCUT
CEPT HERE TED
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS F005 SERIES
AND F007.
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
EXISTING - - - -II ^ ",'Ill ',,"
PAVEMENT a CONCRETE CURB & J AND F007.
GUTTER
JONES AVE S STREET IMPROVEMENT SECTION
STA 10 +24.27 TO STA 11 +25
5 NOT TO SCALE
H
GO z
S
0 o Ey
30'
O n
VARIES ROW 9
16' MIN; 22' MAX h N 1
'^— 10' 10' 6' 5.5' VARIES
TRAVEL LANE TRAVEL LANE PARKING SIDEWALK �
LANDSCAPE
3' 0.5' I V .° -3 0
I SAWCUT VARIES I �' n w
EXCEPT
WHERE o Y
NOTED
Ul
���� CEMENT CONCRETE
� \� /ll, � ""I � SIDEWALK PER CITY OF �
{
3 CONCRETE CURB & RENTON STANDARD
EXISTING GUTTER DETAILS F005 SERIES
PAVEMENT AND F007.
JONES AVE S STREET IMPROVEMENT SECTION
c
STA 11+25 TO STA 11+88.70
V NOT TO SCALE
T= 311501 it.,.W,
50,J r �
ol P
I r ('
C..hce /eked for Compliance to City Standards o � A Q
PERMIT SET
Ne
TTm1c.M xu• 1
AS NOTED
°E x°' DATUM
Ar Ru BWE
I KO! tlE .YH
S:VE Ap:q•N°LY
:: >,- CITY OF
RENTON
Planning /Building /Public Works Dept.
NOTICE TACO MA- SEATTLE - SPOKANE -TRI- CITIES
µ1DtE0116'➢6 OYlEfIB 91I1L INNgEM
I WiE�1D1 ZY µ0 9]OME RBG➢16
2215 North 30th Street, Suite 300 Tacoma, WA 96403
axes• xans x R TW DlOEEMr • w uE
•Lr ra x xa¢ruxlEm x x.sE •m1
W 6 xE,o a IsD RE xrw, xs� a 253.363.2422 TEL 253.383.2572 FAx www.ahW.can wEe
Imol w THAT RnficT a ra ANr OY9 Rx16t
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2014
SITE IMPROVEMENTS
RENTON SCHOOL DISTRICT,
PAVING AND ROAD DETAILS C6.6
am 32 X35
co: -1 - -251 -715 V?- j A— NNNNA�
a•
EXISTING ASPHALT
PAVEMENT
SAWCUT
RESIDENTIAL STREET MIN.
4" HMA CLASS 318" PG 64 -22
6" CRUSHED SURFACING BASE
COURSE, WSDOT 9.03 -9(3)
1/2 -X4- EXPANSION MATERIAL
1/4 -R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
1/2 -X4- EXPANSION MATT
1 /4 -R AT JOINTS
-W -WDTH OF SIDEWALK
2.0' NEW CURB _
MIN. & GUTTER
"4.
rii..wn
EXISTING AND /OR
PROPOSED
GROUND
12" MIN. DEPTH 4" AVERAGE
FACE QUARRY
SECTION ROCK
1/2 "X4- EXPANSION MATERIAL
1 /4 -R AT JONTS v CEM. CONIC. CURB AND GUTTER
SCORE LINES
CEMENT CONCRETE
CURB AND GUTTER PER
CITY OF RENTON
STANDARD DETAIL
F001.
1 /4 - /FT. SLOPE ONLY
1 /2 -R
1 1 /4 " /FT SLOPE
1/2 R 4• /2 -R
PAVEMENT AS PER PLANS
4 1 PAVEMENT AS PER PLANS
STANDARD CEM. CONIC. CURB AND CONIC. PARKWAY STANDARD CEM.
CURB M10 GUTTER GUTTER
SECTION A —A SECTION B —B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
T
AYR p W mINR sHN BE PUCEO NOT TO EYEEED IS' C/C N ( LE $ TN.W 10' C /C, THEY 91ALL
NOT °E LE65 TH. M6 w INKY W M0 9Iµ1 BE EXTDIDED 2- MOW THE WTTER LINE I/Z
IMO AYNR 91NL W R.10E0 AT AL CQD M n AS WRCTEO BY EHONEER MD MALL EXTEND I-
BELGY( f/JIIORIF.
WEIK TM 9OMw 6 TO BE MACED M. NST INE EVRB MET WTTLR THE MNT CHUL BE A BOLD
! .. L /3 -X S EV9 W WIWIL 9ULL BE P -D RW P.C'S TO P.i'S AT ILL B B RETW NS
ln'IU- E W.w9W ..T 9ULL BE PAM AT ELERY FOAM 9DEWIIX .81
THE COMM E YIX FM SPVAW XS 91XLL COVptlI TO ME REOW.TS OF C1A55 0 D /�) WITH MR
ENIRANIENi.
1M C EW SXWl Wl2 A ONW 11191 WITH ALL EDGE$ HAMIC A 2 1/2- TOOLED FINISH
9AWA[E cowACnW 9IM1 a sox (9a9rEO PROBTW}
H
Know what's below.
Cal before you dig.
TYPICAL SIDEWALK
0 ADOPTED
CRY OF RENITR
STANDAILD PLANS
" LTI DATE 06/0<
DWG. NAME: F007 SP PAGE:FO07
Ie
J
FILTER FABRIC
PAVEMENT
6" 2" THICK CRUSHED SURFACING BASE
I I COURSE STRIP AT RAIN GARDENS
NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
SPECIFICATION 8-04.3.
FLUSH CURB
L NOT TO SCALE
VYENi CMdEIE
(!'� wne Aw wmx
PREUO.OEO .Kwi IYER - "Yy
V -0' R
Lill L
LJ
1[X aASH in.WE MD OUR
wTRn PAN NOT wD]nED w elo Im)
PLAN NEW
CATCH BASIN GUTTER PAN
3._6•
A�WWIIFR PM
FuLTE
51/I' u0 W.IE
IM R 1' R -3 ROIDN/. 5"
--IX/ ACVE1
TOP M
An.9sTLxHr ACMV .I
Dqi INwLW➢ IX BD OEY) -T- BA9X w WLFr
7t , 1 11 -
(NOT wCLwED IN W IRU)
SECTION ( A )
6In'
sIn'
SEC11oN t B 1
CEMENT CONCRETE
CURD AND GUTTER PLAN
SHEET 1 OF 1
® ADOPTED
CITY OF UNION
a.♦
STANDARD PLANS
LTT DATE: 04/04
DATE REVISION BY APPR DWG. NAME: F001 SP PAGE: FOOL
ADDENDUM NO. 4
REVISION
AC B 1 28 14 WJF
AC: 1124/14 WJF
BY I DATE I APPR
A BRAUN
F. KATONA
W. FIERST
M
S. COMFORT
30'
i^6' �^
10, 10, I TRAVEL LANE TRAVEL LANE PARKING
I
3' -
�
r WCUT
ROW
8' 5' I
LANDSCAPE CONCRETE
PLANTER SIDEWALK
LANDSCAPE
0.5' 0.5'
VARIES 150
EXISTING ,,•.•"•-" a /��•�.� /nn /<Invr�raX /!t /��7T7 /.
PAVEMENT e3 CONCRETE CURB&
GUTTER
S 27TH STREET IMPROVEMENT SECTION
STA 22 +70.85 TO STA 31+92.34
I 30'
VARIES ROW
16' MIN; 22' MAX
I- 10' 10' -�-- 6' 5.5' VA
PAR RIES —i
I TRAVEL LANE TRAVEL LANE KING SIDEWALK LANDSCAPE
3' 0.5'
F WCUT
CEPT HERE TED
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS F005 SERIES
AND F007.
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
EXISTING - - - -II ^ ",'Ill ',,"
PAVEMENT a CONCRETE CURB & J AND F007.
GUTTER
JONES AVE S STREET IMPROVEMENT SECTION
STA 10 +24.27 TO STA 11 +25
5 NOT TO SCALE
H
GO z
S
0 o Ey
30'
O n
VARIES ROW 9
16' MIN; 22' MAX h N 1
'^— 10' 10' 6' 5.5' VARIES
TRAVEL LANE TRAVEL LANE PARKING SIDEWALK �
LANDSCAPE
3' 0.5' I V .° -3 0
I SAWCUT VARIES I �' n w
EXCEPT
WHERE o Y
NOTED
Ul
���� CEMENT CONCRETE
� \� /ll, � ""I � SIDEWALK PER CITY OF �
{
3 CONCRETE CURB & RENTON STANDARD
EXISTING GUTTER DETAILS F005 SERIES
PAVEMENT AND F007.
JONES AVE S STREET IMPROVEMENT SECTION
c
STA 11+25 TO STA 11+88.70
V NOT TO SCALE
T= 311501 it.,.W,
50,J r �
ol P
I r ('
C..hce /eked for Compliance to City Standards o � A Q
PERMIT SET
Ne
TTm1c.M xu• 1
AS NOTED
°E x°' DATUM
Ar Ru BWE
I KO! tlE .YH
S:VE Ap:q•N°LY
:: >,- CITY OF
RENTON
Planning /Building /Public Works Dept.
NOTICE TACO MA- SEATTLE - SPOKANE -TRI- CITIES
µ1DtE0116'➢6 OYlEfIB 91I1L INNgEM
I WiE�1D1 ZY µ0 9]OME RBG➢16
2215 North 30th Street, Suite 300 Tacoma, WA 96403
axes• xans x R TW DlOEEMr • w uE
•Lr ra x xa¢ruxlEm x x.sE •m1
W 6 xE,o a IsD RE xrw, xs� a 253.363.2422 TEL 253.383.2572 FAx www.ahW.can wEe
Imol w THAT RnficT a ra ANr OY9 Rx16t
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2014
SITE IMPROVEMENTS
RENTON SCHOOL DISTRICT,
PAVING AND ROAD DETAILS C6.6
am 32 X35
co: -1 - -251 -715 V?- j A— NNNNA�
f U)
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H
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cc R2"
W
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VJ
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Z
W
W
J
W
W
'Jrt
v
Z
a
a
G
W
Q
Z
0
W
cc
ASPHALT CONCRETE
PAVEMENT, CLASS B,
WSDOT SPEC. 544
CRUSHED SURFACING
TOP COURSE, WSDOT
SPEC. 4-04 HOT TAR SEAL
JOINT TYPICAL
'a
r ga
a
= 1= = TACK COAT VERTICAL
EDGES OF EXISTING
I= I PAVEMENT
COMPACTED TRENCH
BACKFILL SEE TRENCH
DETAIL I TRENCH LIMITS 1 12"
AIL
SEE EXTERIOR(
HANDRAIL
DETAIL
- R4 "TYP.
2'-10"
MEASURED FROM
\
SING /
R 1' TYP. X
SEE CEMENT
CONCRETE STAIR e
DETAIL
VERTICAL SUPPORTS SPACED
6' -0" ON- CENTER MAX.
STEEL POST
MAX. O.C.
NOTES:
(1.) GRIND WELD JOINT SMOOTH
(2.) HOT DIP GALV. AFTER FABRICATION
AND PAINT
2' -10"
1' -3"
FIG
BOTTOM
X STAIRS
11, - 11111�II �, I_ „1LI,- ll1�11!
1 112" O.D. GALV. STEEL PIPE.
ALL JOINTS WELD & GRIND
SMOOTH. GALV. COMPLETE
ASSEMBLY AFTER FABR. &
CONIC. STEPS
° EQ. EQ.
WEDGE VERT. IN SLEEVE.
DRYPACK FULL WITH
EXPANSIVE GROUT. 4
III III
3'x8' PIPE SLEEVE @ III III
EA. VERT. SUPPORT
Know whars below.
0811 before you dig.
JIB” EXPANSION JOINT (TYP.)
(SEE STD. PLAN fJJ
CEMENT VARIES 1a' WX. (ME CONTRACT)
CONCRETE
SIOEWALR � r
Ell.
BVffER STRIP YE NOR 1 CEMENT CONCRETE
(.) v E CURB & CUTTER
eo I1RU
(SEE NOTE 3)
\OI NOT TO MAUS
DRIVEWAY S-O fi -O DEPRESSED
(BY oTNERS) I /T' R (iW) / ONM & SUMER
3L x02 3)
3/9 EVAx40x 4ONT (TYP) 1
(ME SM. PLAN E -3)
SECUON O
VARIES - IoFEE ^ VARIES - la' MW.
$n' l0 0 2'6 ,0 0 (EEE CCNIRACT) SIDEESUO ENTRANCE
SCE SLGPE (TRAN
(IT STRIP
SE.r. O
0.550 ASN
1/2" RADIUS—
#4 NOSING BAR
12"
11" a j
•Q /
a
4 s • °_-1111-1
7 - 1 -111 -1'
3/8 JOINT FILL
W1 MASTIC PAVING
PER PLAN
r8' is
11IIIIIIIIIIIIII ;.
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1. 2. 3, & 4
Sheet 5 OF 6
• K ADOPTED
CITY OF RENrPON
STANDARD PLANS
LSf DATE:04 /04
DWG. NAME: F004 -4 SP PAGE: F004.4
1 -1/2" CLR TYP
r 1 -1/2" CLR TYP
6" MIN.
'II
COMPACTED SUBGRADE
#4 AT 12" O.C.
3" CLR EA WAY
NOTES:
1 SEE THE PLAN FOR NUMBER OF STAIRS
2. CEMENT CONCRETE SHALL BE CLASS 4000
3. PROVIDE STAIR HANDRAIL PER DETAIL 4
® 4. STAIR IS FOR INTERNAL USE ON SITE.
NO. I REVISION
4 a ..
4
I-
ACB 11/28/141 WJF
BY I DATE I APPR
BID ITEM (INCLUDES SIDEWALK RAMPS)
CONTRACT)
P
1 ENT CONCRETE SIDEWALK
JA\
RAUP WITH 12N: IV SEE NOTE 1 CEMENT CONCREW
SLOPE (1YP.) B CURB & CUTTER
PLAN NEW (5EE NOTE 3)
f1MENT
MOT ENTRANCE TYPE 1
NOi TO SCALE
6' -0" VARIES - ,a MIN.
RAMP (SEE CONTRACT) RAMP
CEMENT CONCRETE PEOESTRIPN
� NRB (1YP.) �
CEMENT CONCRETE } /8' ExPa.N51ON JONi (TwJ
SIDEWALK O (SEE STD. PLAN F -3)
BECTON
6' -0" _ -- 6' -0' pEPflES5E0
1/2 R (iYP') CURB & GUTTER
VARIES _ 29 (SEE NOTE 3)
3/8' EXPANSION JOINT
(TYP.) (SEE STD. PLAN F -3)
ORMWAY SECTION
O
(BY OTHERS)
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 3 OF 6
ADOPTED
Ca� CITY OF RENION
. ells
STANDARD 4/04
N
LET nnre: as /oa
DATE REVISION BY APPR DWG. NAME: F004 -2 SP PAGE: F004.2
SAWCUT PAVEMENT
1.
EXISTING
6'-D" VARIES .- 11' MIN. (SEE CgJTRACT) 6' -0'
ASPHALTIC
1
SURFACING
r
CEMENT CONCRETE
PEDESiPoAN O
OJRB (M
EL
ADAPTOR OR FERNCO
,,� ZS• COAX
BF w'L9q✓AEO�
id
W /STAINLESS STEEL
L]
M
CLAMPS OR APPROVED
FIBRE JOI
f U)
z Z
H
W W
a `W
cc R2"
W
J
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VJ
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Z
W
W
J
W
W
'Jrt
v
Z
a
a
G
W
Q
Z
0
W
cc
ASPHALT CONCRETE
PAVEMENT, CLASS B,
WSDOT SPEC. 544
CRUSHED SURFACING
TOP COURSE, WSDOT
SPEC. 4-04 HOT TAR SEAL
JOINT TYPICAL
'a
r ga
a
= 1= = TACK COAT VERTICAL
EDGES OF EXISTING
I= I PAVEMENT
COMPACTED TRENCH
BACKFILL SEE TRENCH
DETAIL I TRENCH LIMITS 1 12"
AIL
SEE EXTERIOR(
HANDRAIL
DETAIL
- R4 "TYP.
2'-10"
MEASURED FROM
\
SING /
R 1' TYP. X
SEE CEMENT
CONCRETE STAIR e
DETAIL
VERTICAL SUPPORTS SPACED
6' -0" ON- CENTER MAX.
STEEL POST
MAX. O.C.
NOTES:
(1.) GRIND WELD JOINT SMOOTH
(2.) HOT DIP GALV. AFTER FABRICATION
AND PAINT
2' -10"
1' -3"
FIG
BOTTOM
X STAIRS
11, - 11111�II �, I_ „1LI,- ll1�11!
1 112" O.D. GALV. STEEL PIPE.
ALL JOINTS WELD & GRIND
SMOOTH. GALV. COMPLETE
ASSEMBLY AFTER FABR. &
CONIC. STEPS
° EQ. EQ.
WEDGE VERT. IN SLEEVE.
DRYPACK FULL WITH
EXPANSIVE GROUT. 4
III III
3'x8' PIPE SLEEVE @ III III
EA. VERT. SUPPORT
Know whars below.
0811 before you dig.
JIB” EXPANSION JOINT (TYP.)
(SEE STD. PLAN fJJ
CEMENT VARIES 1a' WX. (ME CONTRACT)
CONCRETE
SIOEWALR � r
Ell.
BVffER STRIP YE NOR 1 CEMENT CONCRETE
(.) v E CURB & CUTTER
eo I1RU
(SEE NOTE 3)
\OI NOT TO MAUS
DRIVEWAY S-O fi -O DEPRESSED
(BY oTNERS) I /T' R (iW) / ONM & SUMER
3L x02 3)
3/9 EVAx40x 4ONT (TYP) 1
(ME SM. PLAN E -3)
SECUON O
VARIES - IoFEE ^ VARIES - la' MW.
$n' l0 0 2'6 ,0 0 (EEE CCNIRACT) SIDEESUO ENTRANCE
SCE SLGPE (TRAN
(IT STRIP
SE.r. O
0.550 ASN
1/2" RADIUS—
#4 NOSING BAR
12"
11" a j
•Q /
a
4 s • °_-1111-1
7 - 1 -111 -1'
3/8 JOINT FILL
W1 MASTIC PAVING
PER PLAN
r8' is
11IIIIIIIIIIIIII ;.
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1. 2. 3, & 4
Sheet 5 OF 6
• K ADOPTED
CITY OF RENrPON
STANDARD PLANS
LSf DATE:04 /04
DWG. NAME: F004 -4 SP PAGE: F004.4
1 -1/2" CLR TYP
r 1 -1/2" CLR TYP
6" MIN.
'II
COMPACTED SUBGRADE
#4 AT 12" O.C.
3" CLR EA WAY
NOTES:
1 SEE THE PLAN FOR NUMBER OF STAIRS
2. CEMENT CONCRETE SHALL BE CLASS 4000
3. PROVIDE STAIR HANDRAIL PER DETAIL 4
® 4. STAIR IS FOR INTERNAL USE ON SITE.
NO. I REVISION
4 a ..
4
I-
ACB 11/28/141 WJF
BY I DATE I APPR
BID ITEM (INCLUDES SIDEWALK RAMPS)
CONTRACT)
P
1 ENT CONCRETE SIDEWALK
JA\
RAUP WITH 12N: IV SEE NOTE 1 CEMENT CONCREW
SLOPE (1YP.) B CURB & CUTTER
PLAN NEW (5EE NOTE 3)
f1MENT
MOT ENTRANCE TYPE 1
NOi TO SCALE
6' -0" VARIES - ,a MIN.
RAMP (SEE CONTRACT) RAMP
CEMENT CONCRETE PEOESTRIPN
� NRB (1YP.) �
CEMENT CONCRETE } /8' ExPa.N51ON JONi (TwJ
SIDEWALK O (SEE STD. PLAN F -3)
BECTON
6' -0" _ -- 6' -0' pEPflES5E0
1/2 R (iYP') CURB & GUTTER
VARIES _ 29 (SEE NOTE 3)
3/8' EXPANSION JOINT
(TYP.) (SEE STD. PLAN F -3)
ORMWAY SECTION
O
(BY OTHERS)
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 3 OF 6
ADOPTED
Ca� CITY OF RENION
. ells
STANDARD 4/04
N
LET nnre: as /oa
DATE REVISION BY APPR DWG. NAME: F004 -2 SP PAGE: F004.2
.) (SEE SiO. PLAN E -}) (SEE 570. PLAN F -I
CEMENT
3000 psi CLASS C.
CONCRETE(TYP)
NOTES:
D
1.
PIPE MATERIAL PER PLAN.
6'-D" VARIES .- 11' MIN. (SEE CgJTRACT) 6' -0'
2.
3/8' EXPANSION J
JOINT (
r
CEMENT CONCRETE
PEDESiPoAN O
OJRB (M
P
ADAPTOR OR FERNCO
,,� ZS• COAX
BF w'L9q✓AEO�
id
W /STAINLESS STEEL
12'0
�`V`�B
CLAMPS OR APPROVED
FIBRE JOI
LOADING.
EQUAL.
PACKING
4.
PVC TO CAST IRON OR
CONCRETE USE FERNCO
W /STAINLESS STEEL
45° (118) BEND
CLAMPS OR APPROVED
D
EQUAL.
_
3000 psi CLASS C.
CONCRETE(TYP)
NOTES:
D
1.
PIPE MATERIAL PER PLAN.
TRENCH DRAIN OR
2.
PIPE DIAMETER PER PLAN.
1,
3.
ASS TO PVC USE PVC
-
P
ADAPTOR OR FERNCO
,,� ZS• COAX
BF w'L9q✓AEO�
id
W /STAINLESS STEEL
12'0
�`V`�B
CLAMPS OR APPROVED
FIBRE JOI
LOADING.
EQUAL.
PACKING
4.
PVC TO CAST IRON OR
CONCRETE USE FERNCO
W /STAINLESS STEEL
45° (118) BEND
CLAMPS OR APPROVED
D
EQUAL.
_
DRILL AND TAP (SPLITTING
THE SEAM) SET MADE BOLT -
DOWN WITH 3/8" SS ALLEN -
HEAD BOLTS - 2 PLACES
1/8" RAISE - 1/2"
WIDE BORDER
1'11
111111111.
111111111,
1111111111,
.1.1.1.1.1.1.1.171 /11
STORM SEWER
�9 F 5,B"
Lff V/ 4"
7"
7 -3/4'
8 -3/4"
15^
CEMENT CONCRETE DRIVEWAY ENTRANCE CAST IRON RING AND LOCKING COVER
TYPE 1 STORM DRAIN CLEANOUT
I:IuGltlq:1
1.2'
6 "0 PVC FLUMED VERTICAL PIPE —�
(PER ZURN)
TO I
CATCH I
BASIN
PERMIT SET
I�
� NOT TO SCALE
GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL, SHALL BE
NONSLIP, SHALL BE ADA- COMPLIANT, AND SHALL BE RATED FOR H -20 LOADING.
4" DRIVEWAY ENTRANCE TYPE 1, PER PLAN
D
D ° K
1 D
9. ° DEPTH °
\P \. VARIES
3000 PSI
CONCRETE
T -311 502
— "ZURN Z- 664 -ST"
D
°
TRENCH DRAIN OR
APPROVED EQUAL.
P
TRENCH DRAIN AND
GRATE SHALL BE
,,� ZS• COAX
BF w'L9q✓AEO�
id
D
'°
�`V`�B
Will
LOADING.
1.
.A
D
p.
4"
D
%
6 "0 PVC FLUMED VERTICAL PIPE —�
(PER ZURN)
TO I
CATCH I
BASIN
PERMIT SET
I�
� NOT TO SCALE
GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL, SHALL BE
NONSLIP, SHALL BE ADA- COMPLIANT, AND SHALL BE RATED FOR H -20 LOADING.
4" DRIVEWAY ENTRANCE TYPE 1, PER PLAN
D
D ° K
1 D
9. ° DEPTH °
\P \. VARIES
3000 PSI
CONCRETE
T -311 502
— "ZURN Z- 664 -ST"
TRENCH DRAIN OR
APPROVED EQUAL.
TRENCH DRAIN AND
GRATE SHALL BE
,,� ZS• COAX
BF w'L9q✓AEO�
id
RATED OR HS-20
�`V`�B
Will
LOADING.
.A
Checked for Compliance to City Standards
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AS NOTED lunmTxMi "'O 1°°°' �: >i
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F. KATONA ac Sul DATUM RENTON SCHOOL DISTRICT YN.IIIM
W. FIERST Planning /Building /Public works Dept. PAVING AND HANDRAIL DETAILS C'6'7
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