HomeMy WebLinkAboutTRO4103715.2SAWCUT PAVEMENT
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ASPHALT CONCRETE CRUSHED SURFACING
TOP COURSE, WSDOT
PAVEMENT, CLASS B„
WSDOT SPEC. 5-04 SPEC. 4-04 HOT TAR SEAL
JOINT TYPICAL
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I (= I TACK COAT VERTICAL
EDGES OF EXISTING
PAVEMENT
COMPACTED TRENCH —
BACKFILL SEE TRENCH
DETAIL
1 PAVEM
NOT TO SCALE
El / _
TRENCH LIMITS 12"
ENT PATCH DETAIL
L R 4" TYP.
2'-10"
MEASURED FROM
NOSING
R 1 " TYP.
r 6"
e
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•
I
SEE CEMENT J
CONCRETE STAIR U
DETAIL \�//
SEE EXTERIORS
HANDRAIL
DETAIL
NOTES:
(1.) GRIND WELD JOINT SMOOTH
(2.) HOT DIP GALV. AFTER FABRICATION
AND PAINT
STAIR HANDRAIL
NOT TO SCALE
VERTICAL SUPPORTS SPACED
6-0" ON -CENTER MAX.
STEEL POST. 6'
MAX. O.C.
I
1 1/2" O.D. GALV. STEEL PIPE.
ALL JOINTS WELD & GRIND
SMOOTH. GALV. COMPLETE
ASSEMBLY AFTER FABR. &
PAINT.
2'-10"
CONIC. STEPS
7
a G M
°
EQ. EQ.
WEDGE VERT. IN SLEEVE.
DRYPACK FULL WITH
EXPANSIVE GROUT.
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e
a
3"x8" PIPE SLEEVE @
EA. VERT. SUPPORT LU JI
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EXTERIOR HANDRAIL DETAIL
NOT TO SCALE
Know what's below.
Cal before you dig.
IZ
V-3"
2'-10"
BOTTOM OF
STAIRS
3/8 JOINT FIL
W/ MASTIC PAVIN
PER PLA
12"
L
3/8" EXPANSION JOINT (TYP.)
(SEE STD. PLAN F-3)
\ CEMENT
CONCRETE
SIDEWALK
VARIES - 14MIN. (SEE CONTRACT)
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X
I Y
3' 0"
13' 1"
4' 0"
10' 9"
5` 0"
7' 8"
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F
I
BUFFER STRIP SEE NOTE 1
(TYP.) E 2' 6'" 2' 6 CEMENT
GUTTER
Y 810 ITEM (SEE NOTE 3)
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
PLAN VIEW
CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3
NOT TO SCALE
DRIVEWAY 5'-0"
(BY OTHERS) 1/2" R (TYP.) DEPRESSED
_ 1O CURB & GUTTER
29. io (SEE NOTE 3)
3/8" EXPANSION JOINT (TYP.)
(SEE STD. PLAN F-3)
SECTION O
CEMENT
TYPE 3
NOT TO SCALE
VARIES VARIES VARIES - 14' MIN.
2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
VARIES 6" to 0 BUFFER STRIP
(TYP.)
SECTION O
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
G�SY 0 ADOPTED
CITY OF RENTON
~ + STANDARD PLANS
LST DATE: 04/04
ION JBY APPR'D DWG. NAME: F004-4 EP PAGE: F004.4
CONCRETE DRIVEWAY ENTRANCE
2. CEMENT CONCRETE SHALL BE CLASS 4000
8"
3. PROVIDE STAIR HANDRAIL PER DETAIL
4. STAIR IS FOR INTERNAL USE ON SITE.
CEMENT CONCRETE STAIR DETAIL
NOT TO SCALE
HN
6" O PV
TO
CATCH
BASIN
F—
TRENCH Q&RAIN SECTION
SURVEYED:
CITY OF RENTON PERMIT RESUBMITTAL COMMENT
ACB
4/08/14
WJF
DESIGNED:
4
ADDENDUMNO. 4
ACB
1/28/14
WJF
A BRAUN
ADDENDUM NO. 3
ACB
1/24/14
WJF
D`Aw F. KATONA
1
ADDENDUM NO. 1
ACB
1/17/14
WJF
CHECKED:
W. FIERST
NO.
REVISION
BY
DATE
APPR
^I`PROVIED_
S. COMFORT
(TYP
I BID ITEM (INCLUDES SIDEWALK RAMPS)
6 -0" VARIES --- 14' MIN. (SEE CONTRACT) 6'-0"
rl I
CEMENT CONCRETE
I
PEDESTRIAN CURB ('
3/8" EXPANSION JOINT
(WHEN SPECIFIED IN
(SEE STD. PLAN F-3)
-1 ,(SEE STO. PLAN F-I
CEN
I i
d
O
p
I
P.AMP WITH 12H:1 V SEE NOTE 7 --''
CEMENT CONCRETE
SLOPE (TYP_)
B CURB &GUTTER
PLAN VIEW
(SEE NOTE 3)
PLAN! 'VIEW
CEMENT
CONCRETE DRIVEWAY ENTRANCE
TYPE 1
NOT TO SCALE
6'-0"
VARIES - 14' MIN 1
6'-0"
RAMP
(SEE CONTRACT)
RAMP
CEMENT CONCRETE PEDESTRIAN
CURB (TYP.) 7
1 D I
\`
(
.
CEMENT CONCRETE
3/8" EXPANSION JOINT (TYP.)
SIDEWALK
(SEE STD. PLAN F-3)
SECTION A
1/2" R (TYP.)
° VARIES �-
`' tD 2°7,
3/8" EXPANSION JOINT
(TYP,) (SEE STO. PLAN F-3)
DRIVEWAY SECTION g
(BY OTHERS)
YP.)
-ONTRACT)
ENT CONCRETE SIDEWALK
DEPRESSED
CURB & GUTTER
(SEE NOTE 3)
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 3 OF 6
Gti� Y 0 ADOPTED
UA
CITY OF RENTON
STANDARD PLANS
�'i N �� LST DATE: 04/04
DWG. NAME: F004— - .. 2 SP PAGE: F004.2 I
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE 1
NOT TO SCALE
3000 psi CLASS C
CONCRETE (TYP)
NOTES:
1. PIPE MATERIAL PER PLAN
2. PIPE DIAMETER PER PLAN
3. ABS TO PVC USE PVC
ADAPTOR OR FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
4. PVC TO CAST IRON OR
CONCRETE USE FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
DRILL AND TAP (SPLITTINI
THE SEAM) SET MADE BOLL
DOWN WITH 3/8" SS ALLEI`
HEAD BOLTS - 2 PLACE
v
12" O
FIBRE JOINT
PACKING
45° (1/8) BEND
2'-0"
(-- 4-3*"
PROVIDE
WATER
TIGHT PLUG
LETTERING
"STORM"
CAST IRON RING AND LOCKING COVER
STORM DRAIN CLEANOUT
NOT TO SCALE
IRON, DUCTILE IRON, OR STEEL, SHALL BE
SHALL BE RATED FOR H-20 LOADING.
(PE 1, PER PLAN
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I— NOTICE T A C 0 M A - SEATTLE • SPOKANE TRI-CITIES
ALTERATION OF THIS DOCIAENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OYNERSWP RIGHTS IN IT THIS DOCUMENT IS FOR USE 2215 North 30th Street, Suite 300 Tacoma, WA 98403
ONLY
ANDFOR
ISS NOTTHE
PROJECT TO BE USED FOR FPNR, RE;lo� OR 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
SCALE __ DATE
HORIZONTAL: NAD Is83/1N1 ,► CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O14
AS NOTED
RENTON SITE IMPROVEMENTS �"
BO°
ONE INCH
DATUM RENTON SCHOOL DISTRICT
DRAWING N0:
AT FULL SCALE Planning/Building/Public Works Dept. C 6.7
IF NOT ONE INCH SCALE ACCORDINGLY PAVING AND HANDRAIL DETAILS
SHEET* OF:
33 35
A - N N N N A A.
NOT TO SCALE
PERMIT SET
Checked for Compliance to City Standards
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