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ASPHALT CONCRETE OVERLAY
2" MIN.
CEMENT
REMOVE LOOSENED TRIM CONCRETE
ASPHALT VERTICALLY
3/4' DIA. X 12" LONG DOWEL `-
BAR 0 18" ON CENTER
6"
EXISTING RIGID BASE* MIN.
12" MIN.
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
SAW CUT SHALL BE VERTICAL
AND IN STRAIGHT LINES AS
DIRECTED BY THE ENGINEER
/EXISTING CONCRETE
/ PAVEMENT
EPDXY COATED DOWEL BARS
6" MIN. ON ALL FOUR SIDES
12" I
COMPACTED CRUSHED SURFACING
TOP COURSE.
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST -
Less than ten (10) yrs old
Ten (10) yrs or older
Additional
Requirements
Local Access
without Bus Route
No
No
Local Access with Bus
Yes
Yes
Route
Intersection (All
Yes
Yes
Plus one panel beyond
Streets)
the curb return
40% Removal
Yes
Yes
Excellent Condition
(based on visual and/or
Yes
Yes
non—destructive testing)
Principal, Minor,
Yes, If twenty—four (24)
Yes, If twenty—four (24)
Collector Arterial and
square feet or more of
square feet or more of
all streets in CBD
any panel needs to be
any panel needs to be
and all bus route
patched
patched
*CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
1sY p ADOPTED
G CTTY OF RENTON
♦ � a
STANDARD PLANS
IS'T DATE: 04/04
DWG. NAME: H033 SP PAGE: HO33
TYPICAL PATCH FOR RIGID PAVEMENT
PATCHING AND RESTORATION DETAIL (H033)
NOT TO SCALE
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICEISD
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION aFTHOCI1YENrSHALL NVMIDAIETIE
PROFES90NAL SEAL AND SNNATUREUBL PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROM RESERVED
OIMER9IP RN1113 N ff.-`HIS DOCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �PIsa rFaNTHEEcrIBENTIREBNeloac THEnTLE
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDI110NTOTHArPRO,ECTaRFORANTOTHERPRo�icT.
a
BAND -
OR
NOTES 1
G1111
61MENSIONSI FOIR ITHE104RTS USED TO ASSEMBLE THE BASE
ONNECTIONS INTENTIONALLY
(ARE NOT SHOWN. BASE
ONNEC TIO14S (IARE PATENTED, MANUFACTURED PRODUCTS
IAREIINI (COMPLIANCE WITH NCHRP 350 CRASH TEST
��THATi
RITERIA ,(THE',IBASE(CONNECTION DETAILS ARE SHOWN ON
kl'§IlbEAN!�IQNLYIIT0, ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED:`-;
12l i
A ;2 I ((IN)IOOSTI �M1I,TIi A 2 1 /4" (IN) PSST ANCHOR OR A 2
il' )4`�II(IN}{�,PQSTi;W�TH�,A 2 1/2" (IN) PSST ANCHOR MAY BE
UBSTFTUTED�,ISEE ICONTRACT PLANS.
13
ERFORATEDIIdSQUARE (STEEL POST SHALL MEET THE
REQUIREMENTS,
OFII;WSDOTIiSTANDARD SPECIFICATION 9-06.
•
'SE 11QNLY"IbAISE{�CQ'NNECTION MANUFACTURER SUPPLIED
HAkbWARE:1'T'HAT ;MEETS THE REQUIREMENTS OF WSDOT
ISTANDAR•pSPECIFICATIONS 9-06 AND 9-28.
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
EDGE OF TRAVELED
ROADWAY
90'
30' —1
l
t3*—
L.
DGE' 10F' i
f j jREFL MOUNT
FACING�(3f
� 9Fe'°1�fO0INS:
SWARD IF SIGN
_
IS IWITHIN1,301'iPEET
OF'ROADWAY
GALVANIZED( BOLT WITH
GALVANIZED WASHERS,,
it
it1GNi*ACE ORIENTATION
I
METAL POST'
°
o
TOP OF ANCHOR
z Q 1
SIGN 00SF'
J
a�
W
(LOWER SQUAR-':
Ti
CJ
�r0)
I'
r
of
FINISHED
CD
a
GROUN
I,
°
°
LINE
d�
L y4ER SiG 4
(�
5/16" (IN) CORNER BOLT
O
I.
IPPST P. OiJ -"
OR 3/8 (IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS —
L
2 REQUIRED (TYP.)
r�
-
r
z
BOLT STOP
IGN POST
>
III
(TYPE ST-4 SIGN SUPPORT
t
'I
LOWER SIGN � 2;251�"'
POSTIISUPPORT;�
(IN) GAG
� HOT 1 l ..GALV,I
NM. .9
HEAVY—DUTiY',ANCHQRi
IA
GbMMERCIAIL boONicRETEI
MOUNTING ON METAL POST''
7
II
1
o�
I
SIGN MOIJNTLNG
10N SINGLE
STD. PLAN— 129
Gti�Y
®�
PUBLIC WORKS
DEPARTMENT
ME•TA'I! PST'
APPROVED:
FNTo
ADO$ )"
I( TEB
(r�
SIGN MOUNTING ON SINGLE METAL POST
(COR STD. PLAN 129)
CENTER
CENTER
IN
IN
LANE
LANE
10
6"MIN.(TYP.)
LANE
GUTTER[,, —CONCRETE LINE
24"
SNP') LE
AN
LINE
I I 8"(TYP.)—STRIF
8"(TYP.)—OPEN
8"(TYP.)—STRIPE
—1IKt. -"--IIKIL / "—IIKr_ / —11 /
TRACKS —)TRACKS—/ TRACKS—` TRACKS—)
* TYPICAL 4-LANE ROADWAY CONFIGURATION
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
ti`�Y o +'+ PUBLIC WORKS THERMOPLASTIC/PAINTED RDA STD. PLAN — 127
.
DEPARTMENT CROSSWALK 4TE
D
THERMOPLASTIC/PAINTED CROSSWALK
(COR STD. PLAN 127)
NOT TO SCALE 1 v J NOT TO SCALE
1 r-o •
024" x 4"
6„
2'-0"
SOLID COVER
4'-3"
FLUSH MOUNT
(CAST -IN)
I
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co
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A
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A
pD
IRRIGATION
!
_ I I1
_ a.Jr_„I
IIT—
N
SYSTEM CONDUIT
02" PVC (CAST -IN)
TREE GRATE
3 PLACES
24" X 24" X 4" SQ
07" X 8" CLEANOUT (CAST INTO
INLET GRATE
SEPARATE COLLAR)
L
FLUSH MOUNT
,.,, .
(CAST -IN)
n
CURB BY
OTHERS
WEIR
z—�
FLOWKIT
SECTION A -A
RIM ELEV. = 35.89't
FL ELEV. = 35.39't
WEIR ELEV. = 34.56'3
N
INLET PIPE
INV. ELEV. = 33.06'
°
OUTLET PIPE
=�=4
INV. ELEV. = 32.47'
0 B
OUTSIDE BOTTOM
ELEV. = 31.89'
eW=E-o>
OCR
INLET PIPE
(O,V G)
INLUPPWNIX
PRECAST FILTERRA UNIT
INTERNAL BYPASS - GRATE INLET
T J NOT TO SCALE
vtiloy lrasg
c�o��� 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE:
�
D. FOLLANSBEE
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF DESIGNED: AS SHOWN
3 CITY COMMENTS WJF 4/21/17 WJF G. TAUSCHECK
„ter 2 ADDENDUM NO. 3 WJF 3/17/17 WJF DRAWN. F. KATONA ONE INCH
��0' 7EGI,$�EF� �ww TACOMA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: AT FULL SCALE
�SSIONAL E��l W. FIERST SIF CALE T ONE INCH
2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION BY DATE APPR APPROVED:
/23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB S. COMFORT
ii
� 04" SDR 35 OVC
OUTLET COULING
�I CAST INTO WALL
24" X 4" OPENING
1-nSECTION B-B
IRRIGATION
SYSTEM CONDUIT
02" PVC (CAST -IN)
3 PLACES
V-3" FILTERRA
MEDIA
OUTLET PIPE —
CONSTRUCTION RECORD DRAWINGS
VERTIAL:HORIZONTAL: HADDi983/11991 1
Ua CITY OF
+eta RENTON
DATUM
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
DATE:
DATE:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
SURFACING NOTES AND
DETAILS IV
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C7.11
SHEET:OF: 41 43
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CD
CD
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R-393034