HomeMy WebLinkAboutR-425411A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
N
I
W
U)
Z
W
W
O
^r
I.CL
G
0
Z
Z
O
r)
Q
0
Z
ZD
m
a
0
Q
U)
i
G.i
Q
Z
w
NOTES
- A - (A) CURB RAMP, LANDING, CUT- 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp,
aB
THROUGH OR WALKWAY landin or other roadwa entrance as a licable. Exce tion: If the Manufacturer of theE y C MIN. MAX. DETECTABLE WARNING g Y PP P PLANTING BED AREAS
/ SURFACE (DWS) - DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side
SEE TRUNCATED DOME \ / SEE NOTE 3 of the DWS is ermitted.A 1.60" 2.40" P DETAIL - THIS SHEET �\„---B 0.65" \ 3 DEPTH CEDAR
- ; 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in)A ; ,thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and 0" GROVE COMPST
D C 0.45" 0.90" •
BACK OF CURB - with no more than a 2" (in) gap between the DWS and the back of the curb measured at
TRUNCATED DOME
SEE NOTE 2 \ 2' - o° MIN. - the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires
E 0.2" 0.2" e . .. ._.... TYP. OF ALL a concrete border around the DWS, a variance of up to 2" (in) from the back of the curb is - - - - - -
APPLICATIONS permitted measured at the leading corners of the DWSpanel).- - - - - -
SECTION O / P ( 9
TRUNCATED DOMESPACING� --___ - - - - - - 1-3 4" OF COMPOST
� -� 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, - - - - - - /
SEE NOTE 3 SEE STANDARD SPECIFICATIONS and perpendicular to the grade break at the back of curb. INCORPORATED
FOR COLOR OF SURFACE i" - -- -- - - INTO TOPSOIL TO 8" DEPTH
TRUNCATED DOME DETAILS _ MATCH TO WIDTH OF CURB RAMP, 4. If curb and gutter are not present, such as a shared -use path connection, the Detectable - - - - - -
CURB AND GUTTER J LANDING, CUT -THROUGH OR Warning Surface shall be placed at the pavement edge. - - - - - - -
o ¢ WALKWAY 5. See Standard Plans for sidewalk and curb ramp details. - - - -
W DETECTABLE WARNING SURFACE DETAIL 8"
� m 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at
OFFSET the bottom of the ram and within the required distance from the rail crossing. \\ \\ \\ \\ \\ \\ \\ \\ SUBSOIL SCARIFIED 4" BELOW
LANDING P q 9 /A/A/A/A/A/A/A/
WALKWAY V CURB RAMP SEE NOTE 7 COMPOST AMENDED
7. When the grade break between the curb ramp and the landing is Tess than or equal to /AAjAAjAAjAAjAAjAAjAAjA
LANDING \ \ / / / /
�, WIDTH OF 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the \j�Aj�Aj�Aj�Aj�Aj�Aj�Aj� LAYER (12" BELOW SOIL
WALKWAY bottom of the curb ramp directly above the grade break 12n VAS/VA//VA//VA//VA//VA//VA//VA// SURFACE)
?� WALKWAY WALKWAY WIDTH OF CUT-
8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary
% �/ THRouGH (TYP.) work zone applications.
�DETECTABLE WARNING
o �� SURFACE (DWS) -CURB RAMP
SEE NOTE 3 WIDTH OF CUT -THROUGH
Z BACK OF CURB (TYP.) SOIL AMENDMENTS PER COR STD. PLAN 264,.00
z
UU
I1 .... , 2, - T
...... .....
SINGLE DIRECTION CURB RAMP f FLARE :::::: FLARE \ 2, D„
MIN. % :Y�r .ii;i
m (GRADE BREAK BETWEEN CURB AND MIN. 200 SOIL AMENDMENT DETAIL
LANDING 5 5 FT. FROM BACK OF CURB).. \ LEGEND SCALE: N.T.S.
(SEE NOTE 5) BACK OF CURB - DETECTABLE WARNING DETECTABLE WARNING / T
o WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) - 'C - _ DIRECTION OF TRAVEL
CURB RAMP o ¢ II LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3 - 2" COMPACTED DEPTH CLASS 1 /2" HMA
WIDTH OF CURB RAMP
WALKWAY V �, m 1 BACK OF CURB - BACK OF CURB -
SEE NOTES 2 & 8 SEE NOTE 2 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER
:•`; WIDTH OF PERPENDICULAR CURB RAMP
WALKWAY (SEE NOTE 6) / WSDOT 9-03.9(3), COMPACT TO 95% MAXIMUM DENSITY
\r WIDTH OF CURB RAMP, ISLAND CUT -THROUGH ` MIN 12" COMPACTED DEPTH STRUCTURAL FILL IF REQUIRED BY
LANDING, OR WALKWAY DETECTABLE WARNING
SURFACE (TYP.) �� ��� GEOTECHNICAL ENGINEER. COMPACT TO 95% MAXIMUM DRY DENSITY
DETECTABLE WARNING SEE NOTES 3 AND 8 tIs
SURFACE (DWS) -
_ SEE NOTE 3°°' SBACK OF EE NOTE 2 CURB -
-- BACK OF CURB _ i�"�
SEE NOTE 2 , z
a z MEDIAN CUT -THROUGH
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING o NI � er(A aD I
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - ;` • .. WIDTH OF SHARED- ®n p��2 680R�� �w
LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 3 & 6 z r: ;e; USE PATH OR
(SEE NOTE 5)
CURB RAMP ,, O
CURB RAMP
WALKWAY -I LANDING - WALKWAY
1
r
i 1 I _
BACK OF CURB - DETECTABLE WARNING
SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3
LANDING
PARALLEL CURB RAMP
(SEE NOTE 6)
FACE OF CURB
-612'
5 112" V
1/2"R. - - 1"R 1:24
1 J TOP OF
• io 112" R. ROADWAY
T�
r
T
6"
-
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 112'- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
V2" R. ROADWAY
D
1
GT
1 -6
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8"
PEDESTRIAN RAILROAD CROSSING
6" CEMENT CONCRETE
1/2' R. 1"R. SIDEWALK RAMP
VARIES OR LANDING
FROM L
6"T00 '
6"
T
3fB" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
- 6 1!2
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
_�T 1. 1/2" R. ROADWAY
2"
1 ,
\- 1
io
1
6" F
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
• y.I ;+ • GUTTER SURFACE
i
PREMOLDED
JOINT FILLER
E FULL -DEPTH 1"R.
EXPANSION JOINT
1' R.
6 1/2"-
_s 1/2' 1"
112' R. 1" R.
l 1
• � TOP OF
ROADWAY
f
1
6 1/4" -
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for Curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/3" (In.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan IG4.2
STD. PLAN - 101
• PUBLIC WORK CEMENT CONCRETE CURBS :r
DEPARTMENT C
WALKWAY (TYP.) ' "j�i�'�) �1
- / WIDTH OF CUT -THROUGH Aug 30, 2021
(TYP') SHARED -USE
PATH OR DETECTABLE WARNING
ROUNDABOUT SPLITTER WALKWAY SURFACE
ISLAND �
PAVEMENT EDGE SHOULDER STANDARD PLAN F-45.10-03
i
:< SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
DETECTABLE WARNING I �`b- Aug 31, 2021
SURFACE (DWS) _
SEE NOTES 3 & 4 Aft STATE DESIGN ENGINEER
PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington state Department of Transportation
e RAISED EDGE DETAIL I''p B' SIDEWALK
LEVEL �.I 1n EXTENDSIOEWALKTRANSVERSE 1'-0' V-D" US' ON) PREMOLDED JOINT FILLER
12' DNJ R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE
ROU DING 2�.0X' 1 10- IIN) R. (TYP.)
r FOR CURB DETNLS
•►•�., + 1.5% SEE STD Pl.PN 101
EIINIR
;t•'r �T$'�d ''• .t r Ts: '?g STING ROADWAY
CRUSHED ROCK B/5
SEE RAISED EDGE
1'-7• SIDEWALK DETAIL -THIS SHE `SIDEWALUNDER CRUSHED SURFACING TOP COURSE(CSTC)
ALL CUT MIN SIDEWALK •- OM PACT TO 95% MODIFIED PROCTOR
SL`PES% WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY
CL// 12 IN R ENGINEER)TYPICAL UNDER NICURB,
( ) (TYP.) GUTTER& SIDEWALK. CSTC UNDER
FOR CURB DETAILS CURB SGUTTER TO BE ADWAY CRUSHED
USH OR
DR
K
SEE STD PLAN 1Dt BASE, WMIICHLyER SG REATERTYP (.FOR
4HTtt=R , f ALL CURB & GUTTER).
f
FINISHED GRADE V (IN) BELOW
SIDEWALK 1 TOP OF CONCRETE SURFACE
ADJACENT TO CURB V., 1, (r MIN.
1rr (IN) R. (TYP.)
ROD DING FOR CURB DETAILS
_2.0% 1.5% SEE STD PLAN 101
BRIDGE OR PEDESTRIAN,��a•` 1 ;'`�'V?' •' f�•
RAILING
FOR CURD DETNLS ADJACENT TO CURB 7"
BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES)
CONTRACT PLANS ALL OR BARRIER
12' (IN) R. (TYP.J
f I SIDEWALK
FLUSH
7.5X
VERTICAL WALL- W n �1('v" ti•}�:.:'
SEE DETAIL
ass• (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL 8.ON)
PREMOLDED
JOINT FILLER
FOR BIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
SIDEWPLN (SEE NOTE 111
SECTIONS 1fY (IN) R
1 Rom') FOR CURB DETAILS
1.5% • 1.SX MW. SEE STD PLAN 101 '
•� ^Y\ GROOMED FINISH
OR MATCH EMSTING
O• V VIDE, SMOOTH
Jr' TROWELED PERIMETER
FINISHED GRADE I' ON) BELOW TOP OF CONCRETE
NE _
SURFACE FOR PLANTING -FLUSH IF PAVED 10 • 0' 6" 0/ � \ CEMENT CONCRETE CURB
\ (CURB AND GUTTER SHOWN)
ADJACENT TO DUFFER STRIP \ FOR CURB DETAILS
/ 5 SEE STD PLAN tm
LE���`
m 1Is• TO 1;4•
NOTES
1. Four feet of the sidewalk width shall 69?
bethe esminimum pedestrian \\ IN SIDEEWALKKpM Ire ''�A�?>�o••
accessible route (aAa) free of vertical ,
and Access
Covelobstructions. xesBngs, \ ; ►"•' R •••
Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other s\.� CURB AND SIDEWALK (SEE STD PUN I01.1)
appurtenances within the sidewalk o ar C CONTRACTION JOINT
must be flush with surface, and match -9l
grade of the sidewalk. JOINT AND FINISH
DETAIL
2. Monolithic Cement Concrete Curb and r't :'
Sidewalk Is not permitted in new For other referenced NOTES see ' •' R 0..
construction. When replacement work STD PLAN 104.2,
necessitates a Monolithic Cement E
Concrete Curb build per WSDOT PREMDIDPREMOUDER
Standard Plan F-30.10-03. Paved surfaces must comply With JOINT E FULL -DEPTH
3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. -
EXPANSION JOINT
• PUBLIC WORKS CEMENT CONCRETE STD. 1 I'I.F,.`-i'i PLAN - 102
y� DEPARTMENT SIDEWALK j�,rl' !c c* 7
• Call 811
• ® two business days
before you dig NO.
NOT
I" TAIL EVENT TRAIN--, HES ENJST
WITHIN THE AFFECTED SHE LENCTH
OF THE PATCH SHALL 11t. ?JDEO TO
INCLUDE ANY EX6 TtNG Pn I:- WITHIN 10
FEET OF ME EDGE OF THE r-%-Cm REOUIRED
FOR THE NEW GROSSING AND ANY
SUBSEQUENT PATCH EDGE 1MTHIN 10 FEET
OF THE EOCF OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW
2' HMA
TO 6" HMA
2' SAW",L)T AND REMOVE
OR PLANE. SEAL Wm
AR-4DI
IEACH SIDE)
2 HNA
SAWCUT AFTER BACKFILL -
(EACH 510Ej
Do
PREPARED SUBGRADE, SEE SUBGRADE
PREPARATION NOTES ON CO.2
ASPHALT PAVEMENT SECTION
�vvl SCALE: N.T.S.
�.{I 1' 1' �•.--V-A--R-IESS
I LAIN � 41N f I AfIR � i,IIN
F�
6.5' MIN.
V DEPTH 9F
PLANING OR SAWCUT AND
REMOVE
T T
VARIES: 6 5' MIN.
j•.- VARIES �••
I 1
MIN MIN
II I !I
Iu11N FAIN
WIDTH IMPROVEMENT TRENSE A$ REOI)OT S" A A S ZE CI PROCATI OS 2
PLUSANALL (SEE E FOR STANDARD SPECSHOT JI7N 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHCRiNG, IF
NEEDED. SHALL MEET THE REQUIREMENTS CF MOT
STANDARD SPECIFICATION 7-08.3(1)9
TRENCH WDTH
FACE OF GUTTER OR
EDGE OF PAVEUENT
CENTER LRJE M
LANE I INE
DEPTH :OF EXISTING PAVEMENT
2- - 6' MA7N HMA (SEE NOTE 2)
5- CRUSHED SURfACING TOP COURSE (C5TC)
PER WSDOT STANDARD
SPECIFICATIONS, C.OMPACTEO TO 95n MODIFIE❑
PROCTOR.
C5TC, BANK RUN GRAVEL FOR TRENCH BACKFILL
GRAVEL 90RROW (9-03,14(1)) PEP
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MA 1'ERigL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR
PIPE ZONE BEDDING MATERIAL- SEE STANDARD
PLAN 1TO.1
FOR NOTES, SEE STANDARD PLAN 11D.1
PU19LlC WORKS
TYPICAL TRANSVERSE PATCH FOR SrD. PLAN - 110
PAVEENT OR
p��DEPARTMENT FLEXIBLE PAVEME T WITH OVERLAYRIGID1�� lo,I.I�CCI
SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
REVISION BY DATE APPR APPROVED:
DCD
UNLESS OTHERWISE INDICATED, PLACE
3/8" EXPANSION JOINT WITH PREMOLDED
JOINT FILLER 15' ON CENTER, 1/8"
CONTRACTION JOINTS EVERY 5' BETWEEN
4" THICK 4000 PSI CONCRETE SIDEWALK
WITH BRUSHED FINISH
4" CRUSHED SURFACING
TOP COURSE, COMPACTED
TO 95% MAX. DENSITY
SUITABLE PREPARED SUBGRADE
COMPACT TO 95% MAXIMUM DENSITY, -
LIGHT DUTY CONCRETE PAVEMENT
SCALE: N.T.S.
PROPOSED PAVEMENT SECTIONS
SAW CUT SMOOTH VERTICAL
JOINT APPLY TACK COAT TO
ALL EXPOSED VERTICAL
SURFACES IMMEDIATELY
PRIOR TO PAVING. SEAL
JOINT LINE WITH HOT
SS-1 EMULSION.
EXIST. PAVEMENT
SECTION
12" OVERLAP
OF EXISTING
BASE COURSE
UNDISTURBED EXIST.
BASE COURSE
1/2" PREMOLDED EXPANSION
JOINT FILLER SEAL
ISOLATION JOINT REQUIRED
AT FACE OF BUILDING WALL
THICKENED EDGE
CONCRETE PAVING
SECTION PER PLAN
T+2"
D D
1 2'-6" 1 6" _
?CONCRETE02 ISOLATION JOINT AT BUILDING DETAIL
SCALE: N.T.S.
ASPHALT PAVEMENT JOINT SECTION
SCALE: N.T.S.
VARIES: 4.5' MIN.
LANE LINE
MARKING SAWCUT AFTER BACKFILL
DEPTH OF FXISTING PAVEMENT
2" - 6" HMA
J
(SEE NOTE 2) T'
EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER. DR
MIN,
MINI' CENTER OF LANE MARKING
2- HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(C5TC) (9-03.9(3)) PER WSDDT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTpR
AR - 4a0ow
C5TC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9 03-19). GRAVEL BORROW (9-0314(I}) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVIM IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT. COMPACTED TO
WIDTH OF TRENCH AS REQUIRE'❑ BY SIZE OF
95% MODIFIED PROCTOR.
PROPOSED IMPRDVEMENT (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 WSOOT 5TANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
4SGOT STANDARD SPECIFICATION 7-08.3(1)B
FOR STORM AND WATER PIPE. PER STD PLAN 220.0
F " FOP SANITARY SEWER. PER STD PLAN 405
TRENCH MOTH FOR JOINT UTILITY TRENCH, SAND WITH 95X
PASSING A #4 SIEVE AND LESS THAN 59 PASSING
A #200 SIEVE
0 TES
N41EN EXISEING PAVEMENT IN A LANE REQUIRING A FULL NOTH REPLACEMENT 15 BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 710 OR LESS, THE EXISTING PAVEMENT IN THAT LANE. AND
FOR THAT DISTANCE SO CLASSJFIEI). SHALL BE REMOVED AND REPLACED MATH HMA MATCIHJNG THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & 1NOil5TRIAL ACCESS STREETS - MATERIAL AND THICKNESS
$HALL 13F HMA CL �" Pr, 6h-22 AND MATCH FXISTING THICKNESS AND IN NO CASE LESS THAN 6
RESIDENTIAL ACCESS STREETS - HMA CL 4" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EY.i; I
PAVEMENT SECTION AND IN NO CASE LESS THAN 4'
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTFR OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB do
GLITTER SHALL BE REMOVED AND REPLACED, C)R THE SHOULDER SHALL BE PLANE13 OR REMOVED AND
OVERLAM WITH HMA
4. IF TRENCH UNDFRMINES EXISTING SIDEWALK ANO/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALT 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 STANt)A.RnS.
-
TYPICAL LONGITUDINAL PATCH
s PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR
T'I'R. 1
sm. PLAN 110.1
DEPARTMENT RIGID PAVEMENT WITH OVERLAY )
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
R
RENTON
Planning/Building/Public Works Dept
PLAN
TASTING CURB
4ND GUTTER
5 2'
PROVIDE 2"-4"
RIVER ROCK AS
SHOWN ON PLANS.
4" LIGHT DUTY
CONCRETE PAVEMENT
PROFILE
DEPRESSED CURB INLET
�vvl SCALE: N.T.S.
C.
W
D 4 sitts&hill
I
CIVIL I STRUCTURAL I SURVEY
A 46449i ,<<j 4815 CENTER STREET I TACOMA, WA. 98409
`-9449 -0153
NAL http://www.sittshill.com/PHONE: (253) 474
NAL
Project No.: 19682 Project Mgr.:
REISSUED FOR PERMIT
Proj. Engineer: DCD Proj. Drafter:
OCTOBER 30, 2023 _
R 425411
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 12/05/2023
DCD
KLK
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) FIELDBOOK:
PAGE:
621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO,
WSADA BUILDING ADDITION AND IMPROVEMENTS C2.3
HORIZONTAL CONTROL/SITE PLAN DETAILS SHEET: 11 OF: 26
N
O
N
1
u
so
►�1
H
H