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ASPHALT CONCRETE
PAVEMENT, CLASS B,
WSDOT SPEC. 5-04
gMUNA
044, IES
CRUSHED SURFACING
TOP COURSE, WSDOT
SPEC. 4-04 HOT TAR SEAL
JOINT TYPICAL
IIIIIII �i IIIIIII L TACK COAT VERTICAL
II \ EDGES OF EXISTING
PAVEMENT
COMPACTED TRENCH \\ \
BACKFILL SEE TRENCH
DETAIL TRENCH LIMITS 12"
PAVEMENT PATCH DETAIL
NOT TO SCALE
SEE CEMENT
CONCRETE STAIR
DETAIL
SEE EXTERIOReS
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.
1 1/2" O.D. GALV. STEEL PIPE.
ALL JOINTS WELD & GRIND
SMOOTH. GALV. COMPLETE
ASSEMBLY AFTER FABR. &
PAINT.
CONC.STEPS
7
a a ih
EQ. EQ.
WEDGE VERT. IN SLEEVEZ<E
DRYPACK FULL WITH
EXPANSIVE GROUT.
e
III qI
3"x8" PIPE SLEEVE @ a I�uI
EA. VERT. SUPPORT L�J
c
a °a e
a
NOT TO SCALE
Know what's below.
Call before you dig.
FIG
BOTTOM OF
STAIRS
3/8' EXPANSION JOINT (TYP.)
(SEE STD. PLAN .:...3)
CEMENT
CONCRETE --
\� SIDEWALK
VARIES n 14' MIN. (SEE CONTRACT)
I�
1
o
I :r
x
Y
1 3 0
13 t
4' 0"
10' 9"
1 sD.
L, o, _
BUFFER STRIP �%� E \ 5£E NOTE 1 ? Z` 6• 2' 6- �� CEMENT CONCRETE
(TYR) CURB & GUT ER
f ITE M ,, (SEE NOTE 3)
DRIVEWAY ENTRANCE
t
E-L
SIDE SLOPE (TYP.)
A� VLYf,
CEMENT CQNCRETE DRi'r 1'dA(ENTRANCE TYPE
NGT 10 ✓:A:.E
DRIVEWAY E 5'-.0„ 6'-•0"
{BY OTHERS) 1/2" R (TYP.) - i DERREcS£D
E jj `O CURB & Q:ITTER
(SEE NOTE TE 3)
V8` EXPANSION JOINT (TYP.)
(S=E 5TO. PLAN "-3}
SECTION Il` E �
V
VARIES VARIES �, VARIES - 14" WN.
! -(SEE CONTRAC?; DRIVEWAY ENTRANCE
2'6" to 0 2"6- to 0 I
i SIDE SCOPE (TY�r`.)
I VARIES ^- 6" ie 0 \ 'SUFFER STRIP
I - I, (TYP-)
SECTION I F )
�� CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, K 4
Sheet 5 OF 6
tits"_ ADOPTED
C CITY OF RENTON
;� 1I#
STANDARD PLANS
LST DATE;04 04
DATE REVISION NAlvlE: F'I04-4 5P GAGE: F004.4
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE 3
NOT TO SCALE
#4 NOSING BAR
12"
11" -
0.550 ASN
1/2" RADIUS-
6" MIN.
1-1/2" CLR TYP
1-1/2" CLR TYP
3/8 JOINT FILL i a
W/ MASTIC PAVING , �-
PER PLAN i COMPACTED SUBGRADE
i
�a
a : #4 AT 12" O.C.
x J EA WAY
4 3" CLR
12" 8 NOTES:
IIIL— 1. SEE THE PLAN FOR NUMBER OF STAIRS
■ —III III III
RECORD NOTE 10>6r20"
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT
RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS
WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT
AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
a 2. CEMENT CONCRETE SHALL BE CLASS 4000
Fes- 8" _ -
3. PROVIDE STAIR HANDRAIL PER DETAIL e
4. STAIR IS FOR INTERNAL USE ON SITE.
CEMENT CONCRETE STAIR DETAIL
NOT TO SCALE
1 AS —BUILT DRAWING
NO. REVISION
suff4EYO:
DESIGNED:
A BRAUN
F. KATONA
EMO 10/6/161 WJF CHECKED:
W. FIERST
BY DATE APPR A COMFORT
r310 ITEM (4NC1_UDES SiOFWAR K RANIPS,1
dARiE5 ^• 14'. . MIN, t:;EE c !v.T,f�A`:T)
3/8" EXPA..NSION ,JOINT
(TYP.) (SEE STD. PLAN F-3)
CEMENT CONCRETE
PEDESTRIAN CURB (TYP.)
(WHEN SPECIFIED IN CONTRACT)
t(SEE STD. PLAN F-1)
- CEMENT CONCRETE SIDEWALK
of �
RAMP WITH i2H:1V `J SEE !MOTE ': - � i CEMENT CONCRETE
SLOPE (TYP.) S .CURB & GUTTER =
PLAN VIEW (SEE NOTE 3)
PLAN OEW
CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE
NOT TO SCALE
6'-0" VARIES ^- 14' M€N.
RAMP (SEE CONTRACT)
CEMENT CONCRETE PEDESTRIAN
1 CURB (TYP-) i ° c'
to
�—
1
CEMENT CONCRETE 3/8" YPA^, ;^JOINT �T P.
SIDEWALK \ (SEE STD P-
SECTION((A)
6,-0" 6'"-0•'
7j2" R (TYP.)
vaR;;-S
2%
3/8" EXPANSION JOINT
(TYP.) (SEE STD. PLAN F-3)
L' DRIVEWAY SECTION
(BY OTHERS)
NOT TO SCALE
1.2'
HMA PER PLAN
D
DEPRESSED
CURB & GUTTER
(SEE NOTE
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 3 OF 6
ADOPTED
CITY OF RENTON
j+ STANDARD PLANS
i T LST DATE 04/04
%iG. iwP,11F: F004--2 SP PAGE: F004.2
3000 psi CLASS C
CONCRETE (TYP)
NOTES:
1. PIPE MATERIAL PER PLAN.
1 -�
av
2. PIPE DIAMETER PER PLAN.
l
3. ABS TO PVC USE PVC
vv
ADAPTOR OR FERNCO
W/STAINLESS STEEL
12"O
CLAMPS OR APPROVED
FIBRE JOINT
EQUAL.
PACKING
4. PVC TO CAST IRON OR
CONCRETE USE FERNCO
45° (1/8) BEND
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
,,,Ile
DRILL AND TAP (SPLITTIN,
THE SEAM) SET MADE BOLT
DOWN WITH 3/8" SS ALLEY
HEAD BOLTS - 2 PLACE
1/8" RAISE - 1/2"
WIDE BORDER
STORM SEWER
2'-0" --j
�— 4-3*"
PROVIDE
WATER
TIGHT PLUG
LETTERING
"STORM"
II-- 15" _
CAST IRON RING AND LOCKING COVER
STORM DRAIN CLEANOUT
NOT TO SCALE
GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL, SHALL BE
NON -SLIP, SHALL BE ADA-COMPLIANT, AND SHALL BE RATED FOR H-20 LOADING.
4"
DRIVEWAY ENTRANCE TYPE 1, PER PLAN
D
7—
D
n
DEPTH n 3000 PSI
D VARIES CONCRETE
D D
n
— — — — D
6"0 PVC FLUMED VERTICAL PIPE "ZURN Z-664-ST"
(PER ZURN) TRENCH DRAIN OR
NOT TO SCALE
-necked for Compance to City Standards
AS-BUILTS
SCALE:
NIORIZONM® 19&�/999, A
AS NOTED CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDOMY
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NOME T A C 0 M A - SEATTLE • SPOKANE TRI-CITIES o M
ALIENATION OF THIS DOCUMENT SHALL NVAUDATE THE O CD
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF q� C
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ONLY FOR THE PROJECT I"WIED IN THE TITLE BLOCK ni a
A MI � TM� � OR OR MY D � 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEBADDr
DAW-
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O14
SITE IMPROVEMENTS P°°"
PEE
RENTON SCHOOL DISTRICT
DRAWING N0:
PAVING AND HANDRAIL DETAILS[52EEFC6.%
OF.
33 36
AP.--31►505-NNNNAA
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