HomeMy WebLinkAboutR-425411A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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- A - (A) CURB RAMP, LANDING, CUT- 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp,
Y THROUGH OR WALKWAY landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the
B E C / DETECTABLE WARNING g' Y PP P
MIN. MAX. SURFACE (DWS) -- DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side
I SEE TRUNCATED DOME \ / SEE NOTE 3 of the DWS is permitted.
A 1.60" 2.40" Y
DETAIL ^THIS SHEET
- B 0.65" - / ` 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in)
A B - D - c o.4s° o.so° thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and
BACK OF CURB with no more than a 2" (in) gap between the DWS and the back of the curb measured at
G3 O D 0.9" 1.40"
® 2' - 0" MIN. - the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires
T r TRUNCATED DOME SEE NOTE 2 ;.;);; p P q
E 0.2" 1 0.2" 1 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 DWS panel).
SECTION O = p ( g p )
TRUNCATED DOME SPACING ---- --- 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.
FOR COLOR OF SURFACE
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 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.
m DETECTABLE WARNING SURFACE DETAIL 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at
LANDING OFFSET the bottom of the ramp and within the required distance from the rail crossing.
WALKWAY CURB RAMP SEE NOTE 7
LANDING 7. When the grade break between the curb ramp and the landing is less than or equal to
WIDTH OF 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
r WALKWAY bottom of the curb ramp directly above the grade break.
r WALKWAY WALKWAY WIDTH OF CUT- / � � 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary
THROUGH (TYP.)
work zone applications.
LU DETECTABLE WARNING
S
o -- SURFACE (DWS) CURB RAMP
J ; - SEE NOTE 3 WIDTH OF CUT -THROUGH
BACK OF CURB Y (TYP.)
LL 2 _ 0,
} SINGLE DIRECTION CURB RAMP FLARE :::::: a FLARE MIN.. MIN. :i}I ::pe 2'-0"
m (GRADE BREAK BETWEEN CURB AND
z LANDING 5 5 FT. FROM BACK OF CURB)
3: (SEE NOTE 5) LEGEND
¢ BACK OF CURB DETECTABLE WARNING DETECTABLE WARNING
o WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) - DIRECTION OF TRAVEL
CURB RAMP -• W Y LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3
WIDTH OF CURB RAMP
WALKWAY Qf Of
y BACK OF CURB _ BACK OF CURB -
NOTE 2
` .:•`•° WIDTH OF PERPENDICULAR CURB RAMP SEE NOTES 2 & 8 SEE
WALKWAY (SEE NOTE 6)
ISLAND CUT -THROUGH 2'- 0
WIDTH OF CURB RAMP, MIN.
.. ..........
LANDING, OR WALKWAY `, DETECTABLE WARNING
SURFACE (TYP.)
DETECTABLE WARNING SEE NOTES 3 AND 8 ®F WA911'
" SURFACE (DWS) - , I �C� �4;
SEE NOTE 3
BACK OF CURB BACK OF CURB -
SEE NOTE 2 z SEE NOTE 2
SINGLE DIRECTION CURB RAMP z MEDIAN CUT -THROUGH
A 30 Q
DETECTABLE WARNING o iv e as
LANDIIN(GRADG BREAK 5FT. FROM BACK OFBAND CURB) SURFACE SEE ®
NOTES 3 & 5 FQ WIDTH OF SHARED- � P�r 28680
(SEE NOTE 5) g USE PATH OR 7
CURB RAMP , S WALKWAY (TYP.)/ l011VAl. �
CURB RAMP r
WALKWAY -I 1 LANDING - WALKWAY WIDTH OF CUT -THROUGH Aug 30, 2021
I i r_9 ` (TYP.) SHARED -USE
PATH OR DETECTABLE WARNING
�. l ROUNDABOUT SPLITTER WALKWAY
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'
s 12' V
1/2" R.
- - 1"R L24
1 I TOP OF
112" R. ROADWAY
t�
1
6"
-
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
S 12"" FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
t:i2 1;24
TOP OF
1W R. ROADWAY
_ 1
�1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8"
PATH OR
WALKWAY
PEDESTRIAN RAILROAD CROSSING
6" CEMENT CONCRETE
1/2' R. 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM I
6"T00 '
6"
1
WIS" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
-611T
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
t T 1' 12" R. ROADWAY
2
I
1
So
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
. . q•I ; • GUTTER SURFACE
• > . 2, 0.
• •° TER.•►
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
_ 5 12'
s 12' 1"
12' R. _ _ _ 1" R.
l 1
• � TOP OF
ROADWAY
T
t
8 114" -
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 Ptan 1042
STD. PLAN - 101
• PUBLIC WORKS CEMENT CONCRETE CURBS
DEPARTMENT
ISLAND �s' SURFACE
PAVEMENT EDGE SHOULDER STANDARD PLAN F-45.10-03
.� SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
DETECTABLE WARNING Aug 31, 2021
SURFACE (DWS)
SEE NOTES 3 & 4 Amok STATE DESIGN ENGINEER
PLACEMENT GUIDELINES Washington state Department of Transportation
SHARED -USE PATH CONNECTION
RAISED EDGE DETAIL 1''p e• SIDEWALK
LEVEL �.I 1n FJRENDSIOEWALKTRANSVERSE 1'-0' V-0" 318' ON) PREMOLDED JOINT FILLER
1 rA•Ot'1)R. I JDIMBTD INCLUDE RAISED EDGE TYPICAL WHERE APPIJCABLE
ROU DING 2�.0N' I 1r2• IIN) R. (TYP.)
L FOR CURB DETAILS
•►••.. + 1.5% SEE STD Pl.PN 101
m 1'ON)R. ;1•'r �r$'�d ''• .t r T�: '?g STING ROADWAY
. S.tE ' 't•. CRUSHED ROCK BAS
SEE RAISED EDGE
1'-D•• SIDEWALK DETAIL - THIS SHE I-TYPIC.?11!1 R CRUSHED SURFACING TOP COURSE (CSTC)
ALL CUT MIH SIDEWALK •- OMPACT TO 95% MODIFIED PROCTOR
SL=PES% WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY
CC/// TrZ IN R ENGINEER)TYPICAL UNDERNICURB,
( )•1 GUTTER & SIDEWALK. CSTC UNDER
FOR CURB DETAILS CURB& GUTTER TO BE B"THICKNESS OR
SEE STD PLAN 10t TYP
MATCH EXISTING ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER (. FOR
Ali
BNN�t�3` Y ALL CURB & GUTTER).
FINISHED GRADE V ON)SELOW
�VF TOP OF CONCRETE SURFACE
SIDEWALK
ADJACENT TO CURB 1, 0' 1, tr MIN.
1/r (IN) R. (TYP.)
ROU DING FOR CURB DETAILS
_2.0% 1.5% SEE STO PLAN 101
BRIDGE OR PEDESTRIAN�Aa •1 `�'V?'
RAILING
FOR CURB DETAILS ADJACENT TO CURB 77""
SIDEWALK SEE STD PLAN 101(STEEP FILL SLOPES)
BARRIER PLANS
CONTRACT PLANS ALL OR BARRIER
/�
FLUSH f I SIDEWALK
1.5X
1rr NJR
VERTICAL WALL" 'N /. - •'�Y.t.'LA'V' Sr•}�:.:'
SEE DETAL •wYJ,. - '�
Us- (IN) PER OLDED � r
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL 8.ON)
PREMOLDED
f
JOINT FILLER
SIDE TREATMENT SIDEWALK I BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE 11,
SECTIONS " (IN) R
1 (TYP) FOR CURB DETAILS
1.5% MIN. SEE STD PLAN 101
,• -,j. \ BROOMED FINISH
O
i '�,+�vG} ,•''� •:'.. RMATCH EXISTING
4' WIDE. SMOOTH
TROWELED PERIMETER
FINISHED GRADE ot
1' ON) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING -FLUSH IF PAVED
10 S \ \ CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP (_.� 1.\ (CURB AND GUTTER SHOWN)
\�\ FOR CURB DETALS
0' SEE STD PLAN 101
va' TD 11V
NOTES-
1. Four feet of the sidewalk vAdth shall L%/
CONTRbe the minimum edestrian INSIDE ALKONLYTION T "•jam••'
P \ IN SIDEWALK ONLY I •At
accessible route rein free of vertical • ► •
and horizontal obstructions. Boxes,
Gratings, \\ � � ►" ' •'�
Access Covers, obstructions.
Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and Other s\.� CURB AND SIDEWALK (SEE STD PLAN 101.1)
appurtenances sidewalk o are' C CONTRACTION JOINT
must to flush witfthh hinthe
surface, and match -9l
grade of the sidewalk. JOINT AND FINISH
DETAIL
2. Monolithic Cement Concrete Curb and
Sidewalk is not permitted in new For other referenced NOTES see �'•' • . i� • R O;
construction. When replacement work STD PLAN 104,2,
necessitates a Monolithic Cement
Concrete Curb build per WSDOT PREMOLDE
Standard Plan F-30.10-03. Paved surfaces must Comply With JOINT FILLER
E FULL -DEPTH
3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. -
EXPANSION JOINT
• PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK '' I�• �LI r
Call 811
• Q two business days
before you dig N0.
NOT
IIN THE EVENT TRAN= ..-!�1fES ENJST
WI THEN THE AFFECTED 'HE LENGTH
OF THE PATCH SHALL 11t. 'JDEO TO
INCLUDE ANY EXISTING Purr WITHIN ID
rEET OF tHE EDGE OF THE r-%-CA RKOUIRED
FOR THE NEW CROSSING AND ANY
SUBS OU) NT PATCH EDGE "THIN to FEET
OF THE EOGF OF THE SECOND PATCH AND
50 ON UP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW
2' HMA
TO 6" HMA
2' SAW."•LJT AND REMOVE
GR PLANE. SEAL WITH
AR-ADOOW
IEACH SIDE)
e HNA
SAWCUT AFTER BACKFILL -
(EAC34 51DEj
PLANTING BED AREAS
8' ------
12"
3" DEPTH CEDAR
GROVE COMPST
1-3/4" OF COMPOST
INCORPORATED
INTO TOPSOIL TO 8" DEPTH
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED
LAYER (12" BELOW SOIL
SURFACE)
SOIL AMENDMENT DETAIL
SCALE: N.T.S.
2" COMPACTED DEPTH CLASS 1/2" HMA
4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER
WSDOT 9-03.9(3), COMPACT TO 95% MAXIMUM DENSITY
12" COMPACTED DEPTH STRUCTURAL FILL IF REQUIRED BY
GEOTECHNICAL ENGINEER. COMPACT TO 95% MAXIMUM DRY DENSITY
PREPARED SUBGRADE, SEE SUBGRADE
PREPARATION NOTES ON CO.2
ASPHALT PAVEMENT SECTION
SCALE: N.T.S.
VARIES
I LAIN � 41N � MI
F-
- 6.5' MIN.
�H
2' DEPTH 9F
PLANING OR SAWCUT AND
REMOVE
VARIES: 6 5' MIN.
T T
j•.- VARIES �••
1 1
MIN MIN
II I !I
lu1lN
'AIN
WIDTH IMPROVEMENT TRENCH A$ 1tEDUIREO BY S ZE OI PROPOSED
PLUSANALL (SEE E FORDOT STANDARD SPECSHORIJOAI 2-99.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHCRiNG, IF
NEEDED. SHALL MEET THE REOUIREMENTS CF MOT
STANDARD SPECIFICATION 7-013.3(1)9
TRENCH 1MDTH
NaVA61011
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE M
LANE I INE
DEPTH :OF EXISTING PAVEMENT
2- - 6' MAN HMA (SEE NOTE 2)
5- CRUSHED SURFACING TOP COURSE {C5TC)
PER WSDOT STANDARLO
SPECIFICATIONS, COMPACTED To 95n MOD1rIE❑
PROCTOR.
C5TC, BANK RUN GRAVEL FOR TRENCH BACKFILL
GRAVEL 00PROW (9-03,14(1)) PEk
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 1TO.1
FOR NOTES, SEE STANDARD PLAN 1TO.1
TYPICAL TRANSVERSE PATCH FOR SrD'PLAN - 1-
PU19LlC WORKS I+ FLEXIBLE PAVEMENT OR RIGIDZ1 f".2 I �% DEPARTMENT PAVEMENT WITH arrEl��nv Agef.* .
SURVEYED:
DESIGNED:DKM
DRAWN:
KLK
CHECKED:
DCD
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 12" OVERLAP
SURFACES IMMEDIATELY OF EXISTING
PRIOR TO PAVING. SEAL BASE COURSE
JOINT LINE WITH HOT
SS-1 EMULSION.
EXIST. PAVEMENT
SECTION
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
11 \\ p p l l p° �` I l p r ° ii ° D �� �� T+2n
2'-6" -I I�16,i
20�2��
CRETE ISOLATION JOINT AT BUILDING DETAIL
N.T.S.
0A 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)
1'
EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN-
MIN1' CENTER OF LANE MARKING
2- HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(C5TC) (9-03.9(3)) PER WSD07 STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROC7pR
AR - 400OW
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9--03-19). GRAVEL BORROW (9-0314(I)j PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT. COMPACTED TO
WIDTH OF TRENCH AS REQUIRE'❑ BY SIZE OF
0
95% MODIFIED PROCTOR,
PROPOSED IMPRDVEMENT (SEE WSDOT
5TANOARD SPECIFICATION 2-09 4) PLUS AN
PIPE ZONE SEEDING 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:
INSGOT STANDARD SPECIFICATION 7-03.3(1)B
• FOR STORM AND WATER PIPE. PER STD PLAN 220.0
F
' FOP SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95X
PASSING A #4 SIEVE AND LESS THAN 59 PASSING
A V.00 SIEVE
0TES
MIEN EXISEING PAVEMENT IN A LANE REQUIRING A FULL %MOTH 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 'CLASSIFIEp, SHALL BE REMOVED AND REPLACED MATH HMA MATCHING THE DEPTTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & iNDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNE`'
$HALL 13F HMA CL �" PG 6A--22 AND MATCH FXISTING 11-IIC14NESS AND IN NO CASE LESS THAN 6"-
RESIDENTIAL ACCESS STREETS - HMA CL 4" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXIST1N_
PAVEMENT SECTION AND IN NO CASE LESS THAN 4r
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER DR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB do
GUTTER SHALL BE REMOVED AND RFPLACED, C)R THE SHOULDER SHALL BE PLANET] OR REMOVED AND
OVERT-Alo WITH HMA
4. IF TRENCH UNDERMINES EXISTING SIDEWALK ANO/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALT $E
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
LE REPLACED TO MEET ADA STAtJbA.RL)S.
SM. PLAN - 110.1
TYPICAL LONGITUDINAL PATCH
s PUBLICWORKS FOR FLEXIBLE PAVEMENT OR j.I,P 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
• C TY OF
RENTON
Planning/Building/Public Works Dept
PLAN
EXISTING CURB
AND GUTTER
1.,5' .
1.,5'
1.5'
5 2'
�PROVIDE 2"-4"
RIVER ROCK AS
SHOWN ON PLANS.
74" LIGHT DUTY
CONCRETE PAVEMENT
PROFILE
DEPRESSED CURB INLET
�vvJ SCALE: N.T.S.
CONSTRUCTION
RECORD DRAWING
PROJECT WAS COMPLETED IN SUBSTANTIA
CONFORMANCE WITH THE APPROVED
PLANS. ELEVATION DEVIATIONS, WHERE
APPLICABLE, ARE DENOTED WITH PLAN
CALLOUT UPDATES, AND A STRIKEOUT
THROUGH THE ORIGINAL ELEVATION.
UTILITY AS -BUILT INFORMATION OBTAINED
BY SITTS & HILL ENGINEERS, INC
D C.
7 �• tts & ■
i hill
s
I
'\ r CIVIL I STRUCTURAL I SURVEY
48449 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19682 Project Mgr.: DCD
RECORD DRAWING
Proj. Engineer: DCD Proj. Drafter: KLK
SEPTEMBER 20, 2024 _
R 425411
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
WASHINGTON STATE AUTO 2022.11.30
FIE
DEALERS ASSOCIATION (WSADA)
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
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