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WALL ELEVATIONS
TW = TOP OF WALL
I I FF 30.77
RECORD GRADING PLAN - NORTH
FOR
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
CMU SCREENWALL NOTES:
ACCESSIBLE PATH OF TRAVEL NOTE:
WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE
CONTINUOUSLY ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A
MAXIMUM 1.5% CROSS SLOPE, AND SHALL HAVE RAMPS COMPLYING
POWER EASEMENT LANDING COMPLIANT. ELEVATIONS v/ I I WITH ADA STANDARDS (SECTION 405) WHERE NECESSARY TO
TW= xxx.xx X X KC REC NO. 9410201209 AND SLOPES SHOWN FOR CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5%
BG= xxx.xx REFERENCE ONLY. / ° (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP
O 30.70 - SET TOP OF CURB 6" I MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED
DIFFERENCE IN - _ _ _ ABOVE ADJACENT 4 WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS
ELEVATIONS I ---�� PAVEMENT AND v . D NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING
BG=FINISHED GRADE I ° ° a° °=�7/ EXPOSED CURB BACK v
' ADA STANDARDS.
ELEVATION \ � 30.27 _ _ _ _ _ 10' GAS EASEMENT Z
GRADE AREA TO DRAIN / - _ N77'26 4 KC REC. NO. 20130411001089
TW O` �0.7 30.27 36.27 / 29.80 2 E 167.42' 30. 5 EX v 30.66 EX >t C+.
T30.7 t ME SPOT ELEVATION NOTES:
J0.72 30.14 / D
0.70 / _ _ _ _ _ _ _ _ 30.14± FL ME rn ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP OF
--------
BG � a 7 I ° 30.64± TC ME ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE
3 .66 . 7.509' 3 .27 ° v a 29.50 `� - _ P 1.22% 17 Z NOTED.
0.64 30.2 30.11 -----
30.1�6 ��` 30.8 C BG - GRADE AT BOTTOM OF EXPOSED WALL
% 7 F WALL
30.1 1 ± FL ME COL-TTOP OP OOF FOOTING COLUMN
WALL BURY DEPTH PER i 1.5 %' 30.21 FC � � � � �'�`� I '1.509' 30.28 TC � TA =TOP OF ASPHALT ADJACENT TO CURB/SIDEWALK
STRUCTURAL PLANS. I I ,1., �o TC TOP OF CURB/SIDEWALK ADJACENT TO ASPHALT
FOOTINGS SHALL BEAR ON I 30.40 30.14 0�°� d a �,, 2.26� 29.19 \30.4 TP - TOP OF PAVEMENT
IMPROVED SOIL MINIMUM PER O I z FC - FLUSH CURBING ADJACENT TO PAVEMENT
STRUCTURAL PLAN NOTES. _ _ _ ° a a w wl v ME - MATCH EXISTING
30.84�q� + GB - GRADE BREAK
30.03_ FL ME PL - TOP OF PLANTER/RAISED TAPERED PLANTER WALL
1 I D 1 30.19 I
I I 1 / of 30.20 TC
1 29.53 / �I 1.50%Q
0 I 26.90
30.23 30.27 1 �1I �' i p 30.35 9.98± FL ME EXISTING UTILITY LIDS:
/ 30.15 TC
i v ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA
1CbdW00 �� 1CddWOC� 1CddWOC 10`ddWO 1CbdW00 /�1CbdW00 d 30.23± ME OF WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS.
` I .�tK i 29.76 SET TOP OF CURB) 30.89 =w ° _ _ _ _ CONTRACTOR SHALL CONFIRM THE FEASIBILITY OF ADJUSTING
1 i 30.24 �, 29.42 I I 6" ABOVE ADJACENT L 4 ' EXISTING UTILITY STRUCTURE LIDS TO FINISHED GRADE PRIOR TO
I � � 30.11 I � 1 � 30.85 M
SEWER EASEMENT 0 i I W i PAVEMENT ,� v 29.95± FL M 30.20± ME CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
p P 1 10 W00 30.12 TC IY
REC N0. 5253595 I i� �� 30.28 _ _ _ _ _ _ _ - _ _ _
59% . I n I 2 .99 i '� I
I ` 30.44 �� I 29.59 I I 31. 0 / 30.15 a ��
�i 30.0� �` 29 59 i '� 4sg i 31.0 'I 30.26 �. I '` 29.90±
FL ME
UTILITY PROTECTION NOTE:
1
1 0 _ _ _ _ _ _ 30.77 I CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO
1 29 93 ♦` 30.45 31.12 1.48% PROTECT EXISTING UTILITIES THAT MAY BE IMPACTED BY
1 1 29 85+ FL ME
SET TOP OF CURB 6" 30.1 1 I _ _ _ _ _ _ 1 ^ o q OVEREXCAVATION NOTED IN GEOTECHNICAL REPORT
1 1.51 % 1 30. 5± TC ME
ABOVE ADJACENT I _ _ _ _ _ 31.06
1 ° a 1.26% §.7
I 29 89 30.4�1 +
4
PAVEMENT AND 1.50% ��
EXPOSED CURB BACK i 30.15 �` v . a 29.74 a
I
��� ° \ 30.87 301.53± ME 0
TP=- 30.08 TP= 29.88 TP= 29.78 I 2 2 _ _
0 I 1 / COL= 27.78 COL = 27.78 aj COL= 27.78 1 .750% 30.37
/ 0 29.90 ,' L
29.79± FL ME
9.89 ' C v p. TW= 34.05 30. 0 30.29± TC ME 30.05± ME
74 i J �� v / '� 30.19 BG= 30.99 ------
29.58 /� a o �. / `" v 4
v / a a v TW= 34.05 v
1.50%Q v - -� ° BG= 30.94 I 0.31 ± MEN' ' 30.01 ± ME
_ a a �� 2�.92. �r 29.95 °
29.19± FL ME
0 / 1 / TP= 30.11 TP= 29.94 TP= 29.88 I 4 `� 4130.28 J - - - - - 30.29± TC ME
/ 29.47 / COL= 27.78 COL= 27.78 ICOL= 27.78 i0' 0 30.58 EXISTING SIDEWALK IS ADA
M % i v �� ° a ° 4 T 30.44+ ME I 29.79± FL ME I LANDING COMPLIANT. ELEVATIONS
10' GAS EASEMENT _ -
KC REC N0. 20130411001089 ; c, 30.20 Q TA v 30.29± TC ME AND SLOPES SHOWN FOR
-4-L SLOPES & UTILITIES EASEMENT REFERENCE ONLY.
- -� PER 20110620001119
EXISTING SIDEWALK IS ADA
�II
------- - - - - --
30.0
/IIII /
3-1O ----------- --------I �
1d 30.430.24a a. 29.77
29.54 30.58 N/v 4
crt
'I SLOPES & UTILITIES EASEMENT
.�
29.99 . KC REC NO. 20110811001003
30.89 TC 30.96 I a rn v
l 29.35 0 0 1 M zo ° I
L0 do
N I
30.37
II \ 3035 30.58 1 30.55
. I � 1
29. 6 30' 30.24 1 30.5 a I
1 1 / TW= 34.05
O II 1 1 30.45 TA /
1 56% 61 % - - ' 30.95 TIC / i BG= 31.05
1 I o 1
Ln
I
Y1.38% 1 11 TA
11 0 30.25 w 1 ° o k CMU SCREENWALL WITH STUCCO FINISH
I 30.�� 30.50 TA b\
m ?'!u''.P',, 30.50 TIC t° PER STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON
IMPROVED SOIL 18' MIN PER STRUCTURAL PLAN
1 a RIDGE LINE 1_ _ RIDGE LINE_ ° \ 1 a 29.90± ME NOTES. TOP OF FOOTING = 29.38 CONTRACTOR TO
° v 1 29.74 30.53 v a TA l CONFIRM BURY REQUIREMENTS WITH STRUCTURAL
1 c� RIDGE LINE (AT MATCH LINE) v �31r? ITC 30.00_ ME PLANS PRIOR TO CONSTRUCTION AND ADJUST AS
----- - - - - --
------- ----- - - ----------
GEOTECHNICAL RECOMMENDATIONS MATCH LINE SEE SHEET C4.1 GRADE BREAK NECESSARY.
THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING
REPORT PREPARED BY TERRACON CONSULTANTS, INC. DATED JUNE 21, 2018 AND
IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR
REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE
GEOTECHNICAL REPORT.
1. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN
EARTHQUAKE IS PRESENT. IT IS RECOMMENDED THAT THE BUILDING BE
SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND
IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE
FOUNDATION SOILS.
2. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE
PAVEMENT SECTION. GEOTEXTILE (MIRAFI 50OX) SHOULD BE PLACED
DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT
SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF
STRUCTURAL FILL ABOVE THE GEOTXTILE.
3. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING
DURING AND AFTER CONSTRUCTION.
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com No.
POWER EASEMENT
KC REC. N0. 9410201209
Know what's below.
PROVIDE 15" D.I. SLEEVE
®
OU Call before di
FOR PIPE UNDER WALL'S
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ZONE OF INFLUENCE
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Dial811
R-406337
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NALTEF.�G\��
SURVEYED:
RLH
SCALE:
�- ,
1 -10
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY O F
%R
1;
0
o
RECORD GRADING P LAN
NORTH
12/19/2019
DESIGNED: JC
FIELDBOOK:
RENTON
0•
1i , FOR
i/
PAGE:
DRAWN: CMS
DRAWING N0:
C4.0
ONE INCH
Planning/Building/Public Works Dept.
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON WA
f
98055
AS -BUILT PLANS
MM
3/15/21
CRJ
CHECKED: AEM
AT FULL SCALE
IF NOT ONE INCH
REVISION
BY
DATE
APPR
SCALE ACCORDINGLY
STORE NO.. 04249
APPROVED: CRJ
SHEET: 5 OF: 24