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ASPHALT CONCRETE
PAVEMENT, CLASS B,
WSDOT SPEC. 544
CRUSHED SURFACING
TOP COURSE, WSDOT
SPEC. 4-04 HOT TAR SEAL
JOINT TYPICAL
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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
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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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Nonce T A C O M A- SEATTLE' SPOKANE ' TRI- CITIES
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T6 OMIEXI fLLt NT fEW4AlE Poll Fes®
wvs. BOPoNR,I6IXW61lSRR� 2215 North 301h Sheet, Suite 300 Tacoma, WA 9840;
ULY fIR CE ROFL'I YIIBFO N ➢F B1E BfG
ND a x6r TB a usB ra RYAR. EB— a 253.383.2422 TEL 253.3832572 FAX wwA'.ahN.COm WEB
Aomnl T6
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N� CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O1,
AS NOTED lunmTxMi "'O 1°°°' �: >i
A BRAUN .� RENTON SITE IMPROVEMENTS �'°°"
F. KATONA ac Sul DATUM RENTON SCHOOL DISTRICT YN.IIIM
W. FIERST Planning /Building /Public works Dept. PAVING AND HANDRAIL DETAILS C'6'7
5. COMFORT' avlE am: 33 X35
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