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VARIES: 4.5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2)
EDGE OF PAVEMENT, EDGE
1
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
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BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B
• FOR STORM AND WATER PIPE, PER STD PLAN 220.0
F�
* FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH " FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL }" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL 4" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH' PLAN - 110.1
• PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR P1 R VG:D
DEPARTMENT
RIGID PAVEMENT WITH OVERLAY
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CEMENT
DEPRESSED NONOL(TH-C
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SIDEWALK
SIDEWALK \/ %/
CURB 4 GUTTER
(SEE DETAIL THIS SHEET)
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_ TYPE
C2B - ISOMETRIC VIEW
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(GOMVERCLA., WITH BUFFER)
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NOTES
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1. When a driveway width exceeds 15 feet construct a hill depth
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expansion joint with 3/0" joint filler along the driveway lane lines
. FACIECIF CUM
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(sea old, plan 102). Construct expansion Jolntsparallel with the
_
SEE,C. - sEEOEPREssEncults OVA ;
CONTNAC` ON Joni our oN rvn aHeET
%
rentariine as required at 15' maximum sparing when driveway
widths exceed M.
STD PLAN I4L E1rI r .
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2. See std. plan 102 for sidewalk details
1R R _ ROM«WAY
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3. Curb and Butler shown, other curb designs maybe specified.
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See Bid. plan 101 for curb details
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4. Not used.
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5. The engineer will design all driveways to Irid ude el a Valens al all
ARM-- NOTE- ORNMYLckxmloroL -IT pmmoN
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points marked with symbol "X'. All elevations are at the back of
A1+Nie =aLrWH cF cL` J PIN
DEPRESSED MIONOLfRiIC CURB a ourTER DEIA'i'.
T
Curb top On Uphill Fide.
aa))
6 Not used
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7. For DdVeway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see StI plan 102) shall be
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spaced as shown In the corresponding isometric New.
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8. Slopes shall comply with sections R303.2.1 or R303.2.2 or
FACE OF ADJACENT CURD
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R303.2.3 of the Revised Draft Guidelines for Accessible Public
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Rightsof-Way ofNovembc23,2005 (PROWAO).
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9. Curb returns for any Type C-MAX Driveway may be approved on
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acase-bycasebasis.
- EMmERaLIRFADE
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1C. STREET STANDARDS = Renton Municipal Code (RMC)
/
Tnle IV Development Regulations
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CHAPTER 6 STREET AND UTILITY STANDARDS
- =
Section 44460 STREET STANDARDS
DEPRESSED CURB DETAIL
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AT RESIDENTNLOR COMMERpAL DFUVEWAYB, AND ALLM
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)-
Title Regulations
Driveway Example: TYPE CIS
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N Development
CHAPTER 4
R-Ree)deneel C-Camfekat - --��
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CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
number ILenae. --
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Section 4-4-O80 PARKING, LOADING AND DRIVEWAY
( "Ls"e C0"
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REGULATIONS
B.BuBer(P1elakglip) BI�MaoBeser
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•®e PUBLIC WORKS CEMENT CONCRETE
DRIVEWAY P' PLAN - 1041:
CD
DEPARTMENT ENTRANCES - NOTES
AND DETAILS
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CONSTRUCTION
RECORD DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
I MIN
VARIES
MIN MIN
MIN
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SPECIAL NOTE:
I('I��I
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 11)
FEET OF THE EDGE OF THE PATCH REQUIRED
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FOR THE NEW CROSSING AND ANY
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SUBSEQUENT PATCH EDGE WITHIN 10 FEET
{
OF THE EDGE OF THE SECOND PATCH AND
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SO ON UP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW IF
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2" HMA i.
I f
2" TO 8" HMA
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT
AND REMOVE
VARIES: 6.5' MIN.
1 I 1 r VARIES 1 I 1'
MIN MIN I MIN MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH
AR-400DW
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL
(EACH SIDE)
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
2" - 6" MIN. (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSOOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR PLAN - 110
• PUBLIC WORKS P}'R `f;D
DEPARTMENT FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
s RAISED EDGE DETAIL 1 -0' S• SIDEWALK
LEVEL ..( 12' EXtEND SIDEWALK TRANSVERSE T-P 1'-P O/e'ON) PREMOLDED JOINT FILLER
72'DM L I A'TOINLLUDERNSED EDGE TYPICAL WHERE APPLICABLE
ftOU DING �D�
e.•, 'v L 1 /R'(IN)R. (TYP) FOR CURB DETAILS
�p. L 1.5% _ SEE STD PLAN 101
1'gN)0. •' • �,•� • ��;• N, �• w •... t �E70aTNG ROADWAY
• • .P' • S.N�'' T _.._ ,P•--t'1t. ,t. .-://CRUSHED ROCK
•�Co''' SEE RAISED EDGE 1 ----
1'-0' SIDEWALK DETAIL -THIS SHE LTYPICAL UNDER F CRUSHED SURFACING TOP COURSE LCSTC)
SIDEWALK OMPACT TO 95% MODIFIED PROCTOR
S ` _ MIN WITH RAISED EDGE N�ESSREOUIREMENrwAMEDBY
C// ENGINEER) TYPICAL UNDER ALL CURS,
1? (IN) R. RYP.1 GUTTER S SIDEWALK CSTC UNDER
2.0% 1 c FOR CURB DEFNLS CURBaOUrTER TO BE V'THICKNESS OR
SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
IJ �� BASE, WHICHEVER IS GREATER OTYP. FOR
AN�ifs` •' •. ALL CURB SGUTTER).
FINISHED GRADE I' U!BEgV
•• 2'-0' SIDEWALK TOPOFCONCRETE SSURFAL
ADJACENT TO CURB 1'-0' TAT MIN.
RW DING 1?(IN)R.(TYP.)
1, FOR W RB DETAILS
�20% 1S% SEEE BID�PLAN 101
pFF 1J �N.
BRIDGE OR PEDESILING V.
RAILING � 'M' 7
T PAN
FOR CURB DETAILS ADJACENT TO CURB
SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES)
BARRIER -SEE
COMRACT PLANS ALL OR BARRIER
I 1rY pN) FL OW.)
FLUSH / I SIDEWALK
Is% _
M R.
VERTICAL WALL
SEE DETAIL - - ''p•
Ye' ON) PRDAOLDED
JOINT FILLER 9�p
ADJACENT TO CURB AND RAILING OR WALL PREfiIOLDED
JOINT FILLER
FOR SIDE BUFFER STRIP
TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE 10)
SECTIONS 1!2' IN
R.
PLY') FOR CURB DETAILS
1.5%MIN. SEE STD PLAN IOt
t
BROOMEDHMSH
OR MATCH IXIBTING
,6• 4'WIDE,SMODTH
b TROWELED PERIMETER
FINISHED GRADE I" (IN) BELOW TOP OF CONCRETE L/
SURFACE FOR PLANTING -FLUSH IF PAVED _
10'D/ fj"D/ ® \ \ CEMENT CONCRETE CURB
\ (CURB ANOGUrrER SHOWN,
ADJACENT TO BUFFER STRIP FOR CURB DETAILS
i
BEE STD PLAN 101
NOTES 5 ire•7o 7N•
1. Four feel of the sidewalk width shall LLLIII
be the minimum pedestrian \ ACONTRACTION
ON TRAv TIONN JOINT
' �a •'ra.• ••
aaess)ble route IPAIp free of vertical , ► • : AR o .
and horizontal obstructions. B xes,Gratings, � � ►' • ; '
Incase Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN eoTH •'
Cable Vaults, PUII Boxes and other CURB AND SIDEWALK (SEE M PLAN IEL1)
appurtenances within the sidewalk `Pam are' ;C: CONTRACTION JOINT
must be gush with w dace, and match
grade of the sidewalk. JOINT AND FINISH
` DETAIL
2. Monolithic Cement Concrete Curb and �� •• ' ��••
Sidewalk B not permitted In new For other referenced NOTES see •, ?
construction. When replacement work STD PLAN 104.2. '
necessitates a Monelithlc Cement PREMIXDE
Concrete bulld per WSDOT JOINT FILLER
Standard Cu'Plan F-30.10-03. Paved surfaces must Comply With
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. EXPANSION JOINT
• PUBLIC WORKS CEMENT CONCRETE T STD• PLAN - 102
DEPARTMENT SIDEWALK l RQ'ED ,
1C/- 7
PREPARED FROM THE CONTRACTOR'S
Michael Ruether (THE
I Dakota S imurdak (TH E
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
00
REDLINED MARK-UPS OF THE CONSTRUCTION
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DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL CONSTRUCTION PERMIT
rn x
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
3
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL CONSTRUCTION PERMIT REVISION
N
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
ACCURACY OF THE INFORMATION PROVIDED
x /vr/��iae� lC uet�iew
x Dakota �issruwcia�
X
BY THE CONTRACTORS AS -BUILT REDLINES.
NO.
REVISION
CD
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PATCHED AREA
f
A
SEAL WITH AR 4000 OR APPROVED-� PLAN
EQUAL AND DRY SAND AFTER
PATCHING NTS
OUTSIDE DIAMETER OF
(SEE NOTE 9) ADJUSTMENT RING AND X
X I BOTTOM OF FRAME
SEE NOTE 2
MORTAR JOINT(S) (3/8" MIN.-2" MAX.)
ADJUSTMENT RING (1" MIN-). SEE
SEE NOTE 3 AND SPECIAL PROVISION
NOTE 6.
7-05.3(1).
SECTION
A -A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE
S. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE
ONLY BY A JOURNEYMAN MASON.
FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR.
6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF
THE USE OF SHIMS IS PROHIBITED.
HMA CLASS J" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER
7- FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER) OR AS APPROVED BY THE ENGINEER.
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S.
8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS.
9. X= 1'-0" MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION
STD. PLAN - 106
TYPICAL CONSTRUCTION
• PUBLIC WORKS
�7C DEPARTMENT
AND ADJUSTMENT OF
A ROVED:
MANHOLE
RISERSj0
DA F.
FACE OF CURB
e 1,2'-
2" R 1" R. 1:24
L TOP OF
'0 112" R. ROADWAY
I - Z
1. to
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
610 FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1.12 1:24
TOP OF
12'R. ROADWAY
�I
1
- 1 6•
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
13M
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
CEMENT CONCRETE
12' R. 1' R. SIDEWALK RAMP
VARIES OR LANDING
FROM L
6"TOO
6'
I
' 318' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 12•_r
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1 1• 12"R. ROADWAY
2"
1
to
I
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1G4.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
6 12"-
5 12" 1"
12' R. r _ r 1" R.
1 1
TOP OF
o ROADWAY
'v 1
I
- 81/4• _
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. Sea standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" On.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb a Gutter Section, see Standard Plan 1042
STD. PLAN - 101
• PUBLIC WORKS CEMENT CONCRETE CURBS
DEPARTMENT
C M K
10/ 19/21
TJE
SURVEYED:
C M K
12
20
21
TJE
DESIGNED:
CMK
CMK
02 18 22
TJE
CB
06
17
22
TJE
ORAwN: DC, JYL
CB
12
20
23
TJE
CHECKED:
CB
BY
DATE
AP P R
APPROVED:
TJE
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C�7
42764/ "
• Cal 1811 �o��s��ISAV
SIONTEg�'��
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® two business days
before you dig 10/14/2024
SCALE:
HORIZONTAL:* Ni 19e3/1991 e CITY 0 F
AS SHOWN
RENTON
ONE INCH DATUM e
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
3
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C600,C62 0
___
eD TEMANCLODE4 SIOEWAU RAMPS_,
VARES !SEE IaOTE TI
_WE
.
r
10 LF OF PAVED
IVEWAY' DRREDUPEO
T -
3e WANSKW JOINTLTYP
(SEE STD PUN 101////J
11' WAN4ION A)a+f fTYP.I
AEFSTo qAN lmf
_'_"Ep
It
_
.- . -- CQ14T7a1OTK)N
JOelr --_
sEENOTEI - cENEass
RAMP wm11a1 IVJ
B
SLOPE RYP)
ISEE NOTE 31
EONrRACTK]N JONT rrYPi
(SEE sro PLAN Ion
PLAN VIEW
(TYPE C3 SHOWN CI a C2 4 C-MAX SIMILAR,
(SEE NOTE 9)
SEE NOTE 1
BELOW
r _
/ _`el.wusrrc.E...9
-ry rAM
..•. DEPRESS10notea.11ER 71
-�� -trva ISEE NOTE 31
�Ao•Joeh
W FAAMroN xsrr RYPJ
�
SECTION O Isr2 Ern EtAN1ea r IWEWA:x WIDTH
Vl R1tYP.1
\
--OM2WAl eT
ROPE 1lloPe eNpW DAeSeJ4T®I _ _ 1►71
DRIVE Y
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.
0--'--
For NOTES see STD PLAN 104.2
NOTES:
1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL
DRIVEWAYS; DO NOT DEPRESS SIDEWALK.
STD. PLAN - 104.4
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY i,k 1: 1)
DEPARTMENT ENTRANCE - TYPES C1 B, C2B,
F TO= C3B, and C-MAXB (WITH BUFFER)
C430, C600
•egg b-nerman, Public Works Administrator
SEE NLTfE2 /R'R X 5/B"0 DUMMY JOINT off NOTE2
2' -
� 1
-
I 4
I
I
3/8• PRF3.10LDED JOINT FILLER (TYP)
_
L CEN.ENT CONCRETE
- CURa AND GUTTER
PLAN VIEW
CENTERLINEOF
CUIRS LS FRAlIE60RATE
I("
6l 2e 13"
51 1' (LAB')'
CH FRAMEAND ORATE - NOT INCLUDED
Ile N.,. I. R• R IN CUREI AND 0UtTEL Oro MEN
SLOPE
P 3" ra
TOP or
R tREMM ROADWAY
p',', •'
P-'••' ADJUSTMENT SECTION -NOT INCLUDED
- p•
P' IN CURB AND GUTTER BIDITEM
>'
•.
'. CATCHELA8:4-NOT INCLUDED
P •',•
IN CURB AND GUTTER BID nEM
SECTION
GENERAL NOTES:
'
1. The Intent of this design Is to facilitate the removal' A, ;
of a catch basin with minimal disturbance .'
of the curb.
2- 'rho expanslon joints of the
adjacent eidewalk shall
be adjusted to be In"=
Ilne With these curb
expansion joints.]
'I•. •I
ISO7&41C VIEW
/
PLAN - 101.1
PLAN
CURB
CEMENT CONCRETE CUR
PRO D:
PUBLIC WORKS
INSTALLATION AT
DEPARTMENT
CATCH BASINS
DA .
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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R-419919 z
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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RENTON SUNSET GARDENS 10/14/2024
ex
2900 NE 10TH ST, RENTON, WA 98056 z
FlELDBOOK:
PAGE OI_
DRAWING NO:
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STANDARD ROAD & PAVING DETAILS SHE' 19 �`44