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I SCALE: 1 "=1 O'
CMU SCREENWALL NOTES:
WALL ELEVATIONS
TW = TOP OF WALL
GRADING PLAN - SOUTH
FOR
CHICK=PIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
MATCHLINE - SEE SHT C4.0 CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
■I■I■I■I■��■ I I■I■III I■I■I■I�I� ■I I■I■I■I■I■,I■I■I■I■I■I■I■I■I■I■I■I■I I■ICI■I■I■I■I■I■I■I■ICI I I■I■I ■I I �I■I■�■ I• � „0.6
16 I■I■I�I�I■I■I■I■I■I■I■I■I■I■I■I •
29`.91 9/9/8' f` • D\\
7 29.81 .99 �oOG 0 'a TW= 34.05 3.0' so
I 2970 BG- 3077 D
29. ° `30.08 29.62 � �1/
rn
\ \
\
" P t° PROP. DRIVE THROUGH \ �\ \ \ \
\ o p °. 3b.03 \ 30.07 ( \
�,,\9.7O CANOPY PER ARCH. PLANS \�, 0 s ,� 3 .08O _. W
4 \
\ \ \ 29.86 / 0 ° PROPERTY LINE
\ 4p 29.� �. 30.12ou �� 1 %
\ \ 9.73 Q/ p 29., , / 29.86
9.6
\
\ & \
Xc . 30.5 0 � . 29.64 29.67 a . � � � � o s, .;•° \ \
\ 29.69 29.67 0 30.04 .1% � � POWER EASEMENT Q
29.70 - . ` �j,, KC REC NO. 9410201209 \ \
\ / 85± ME 2 ± ME
`30.N \ ° p SLOPES
\ & UTILITIES\o �E, ASEMENT \
FF=29.67 PER 20110620001119\ 9.73± ME 29.82± ME 30 308 °
.00 303 j 30.14 D o
O
03± ME \ \s \ \ \ \\
\\ \
\ U \ O ° D. ( \ \\ \ so \ \
\ 30.07± ME "" 5 �v "o / o p ° 013
77
3C19
° So CG' S G C
Q D 30.45 / 5O / A ` 0 � � \ PNoI / \
X, TW= WAX "" , " so
/ ° O
BG= XXX.XX \ \ moo \ p30.40 0% 30.20 j / \ ° D S s \ C
DIFFERENCE IN ELEVATIONS)j�
\ C Fj1% o 1 5 \\\ "7 '30.54 D / �. \ ' \ wm \
30 26 \ 30.74 ° p \ \
� \ / p / 50 \ \ Ply \
BG=FINISHED GRADE / n so / \ PiA \ \
ELEVATION \ O \" / O \ 00.60 Q 30.61
WALL BURY DEPTH PUIN
STRUCTURAL PLANS. FOOTINGS
SHALL BEAR ON IMPROVED SOIL
MINIMUM PER STRUCTURAL PLAN
NOTES.
29.92 L0 �\30.20
\
\� \ / 29.87± ME \� O 0.86. ��NE. -' - POWER EASEMENT \ \ \
\ N 30.00 "�GF� - - 38.71 R�OG -' 0.47± ME KC REC. NO. 9410201209 \
10' GAS EASEMENT \° \ \ \n o 9.99 `�NF` 30.62 � O 1.�-501o� �` j -a D a
KC REC N0. 20130411001089 O \ / / - so - - SD - So - SD 30. ��� 50 0 • a T L
J / Eye s I SD - So - SO so - \ r o / �/ ` 30.7�± MEI °, a . o
" \ / EX. 29.35 So - so SD so 30 � - � \S / SID / ° N . • D a �{ \ \
c
" I �\ 1.2so 30.83± ME
\ O \ °"\ ENT
30.07 O \ `� !� f • 4 ss / ss sS �• � KC REC NOSLOPES & UT201I1081ES 100M003 \ \
\ �� 30.29 OO % oss Dss 2 \ " \
30.10 % 0.38 Ladd `� //��'' /ss/Ss I � \. J •G\ � W/W/W \
�, � a � .� 50 �' Ss � •g SS -Q . SS. •s � . J
/ Ja \
O c \ / S a
31.047 ;� a �SS/ss. Q \ Js \S mod= WG \ \ \
CA
SPOT ELEVATION NOTES 29.92± ME d �P, / ss i c d \\ s Ss' � , \
\ \ 30.03 �� % ss / EX. 9.6'1 / ss t^ c� I \
A SPOT ELEVATIONS H W ARE T FINISHED SURFACE (TOP F \ s 30.61 i0 s/ ss Q / ss' D a
ALLSO N 0 S DSU C (0 0 \\ \ s ss a p " \ V, X.1 \ , \
ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE NOTED. 2? \ ss ss' D • \ a C I \
TP -TOP OF PAVEMENT ADJACENT TO CURB SIDEWALK ` "" 50% 29 9 a `s / '�' o D Q " 3�� 17± M
\ y5 6 REVEAL ON �� ao \ Q 30.06 ``BACK OF CURB a p I \
TC - TOP OF CURB/SIDEWALK ADJACENT TO PAVEMENT / �y � �ss i a ! ' p I Q \ 30.
FC - FLUSH CURBING ADJACENT TO PAVEMENT \ \ 29.93-+ ME ° _`'Ss� * Q a ° 4
0.4
ME _ MATCH EXISTING �`�✓ \ "° "" o ssD' ssa Q D So \ D mac\ \
TP /
TOP OF PAVEMENT \ ° / p Ss so ° \D
COL - TOP OF COLUMN FOOTING ELEVATION Q ss ss \ " 4 ' D 5y s i / / a \
FL - FLOWLINE \ s - co. Q p \ d / •So c
d a 55 JJ I ISS-SS \ `�-s30.66AE. .'° / .� p /.so \'
&// \ o -SS -SS- " 59 �. % d ♦ .. \ \ SQ p a i 1� ° v\ 10
GEOTECHNICAL RECOMMENDATIONS: °/ ss - SS 41 S
c I d'. So. p d. Q a i \ 3�.d's± M
THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING SERVICES REPORT PREPARED BY a c \ , b a i 50 • \ a GRADING TO BE DONE FROM qa \ C E3
TERRACON CONSULTANTS, INC. DATED OCTOBER 29, 2021 AND IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR a \ a �� d so / s ° ' Q EXISTING SIDEWALK TO SOLDIER COARSE "
30.
SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECH a. " \ 50�' a. Q BOARDER. SEE PATIO PLAN FOR MORE
REPORT. " p,o ° INFORMATION. 33 3�02± M W /
3A. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN EARTHQUAKE IS PRESENT. IT IS " � °. Q'58 ' .27 0%\ c \`, C E
sa \
RECOMMENDED THAT THE BUILDING BE SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND \ \\ / / ° p �' �� \ `� ,
/ " / • °
IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE FOUNDATION SOILS. " 30.47± \ \
B. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE \ \ / �0% ° D 3 .28± ME D \�' • 30.47± M ° so
(MIRAFI 500X) SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT ,lop Ey, 2 ,•, c\ o /
SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF STRUCTURAL FILL ABOVE THE GEOTEXTILE. \ / " 5± ME a
C. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND AFTER CONSTRUCTION. \ "" �; �\ 0 \\ 3 .1 s a
D. PROOFROLLING IS REQUIRED PRIOR TO PLACING FILL. G I
E. THE FIRST LIFT THICKNESS SHALL BE 18 INCHES AND THE SUBSEQUENT LIFT THICKNESS SHALL BE 6 INCHES. EX. 29.31 �O 30.47±
ACCESSIBLE PATH OF TRAVEL NOTE \
15 X 1 r% o "" a
WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY
ACCESSIBLE, A MINIMUM 60" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS
SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS
(SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION AT A
LONGITUDINAL SLOPE EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE
DETECTABLE WARNING STRIP MEETING ADA STANDARDS (SECTION 406.8)
SHALL BE PLACED WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY
AND IS NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING
ADA STANDARDS. THE PEDESTRIAN PATHWAY SHALL BE REMOVED FROM THE
PLANTING AREAS. IT SHALL BE DELINEATED WITH A CONTRASTING MATERIAL
OR TEXTURE FROM THE PARKING AND DRIVE AISLES.
EXISTING UTILITY LIDS:
ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA OF
WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS. CONTRACTOR
SHALL CONFIRM THE FEASIBILITY OF ADJUSTING EXISTING UTILITY
STRUCTURE LIDS TO FINISHED GRADE PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCIES.
SEWER EASEMENT
REC NO. 9708110700
UTILITY PROTECTION NOTE: Barghausen
CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO PROTECT Consulting Engineers, Inc.
EXISTING UTILITIES THAT MAY BE IMPACTED BY OVEREXCAVATION NOTED IN
GEOTECHNICAL REPORT 18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com NO.
\ ° 9.9 \± ME
�\ \ 3D0.0 _ MI
%.85± °
s \ ° \
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: J`+
REVISION BY DATE APPR APPROVED: ADB
FF=30.50
0 Know what's below.
0 Call before you dig.
1 Dial 811
SCALE:
VERTICAL: NAVD 1988 •
1ID-10' HORIZONTAL: NAD 1983/1991 CITY OF
I
RENTON
VR
ONE INCH
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
COMPLIANCEIN OF •STANDARDS
DEVELOPMENT
AFNT02
GRADING PLAN - SOUTH
FOR
CHICK-FIL-A RENTON
375 RAINIER AVE S RENTON, WA 98055
STORE NO.:04249
DATE:
03/29/2023
FIELDBOOK:
PAGE:
DRAWING NO:
C4.1
SHEET: 6
OF: 20
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