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GRADING PLAN -NORTH
NA.
�. I� �\� � ��,� N FOR
o ■ � � .t � `. �;���% I CHICK=PIL=A RENTON
cac \ ■1
\ 5 l 11 \ SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
30.25± FL ME \ CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
I_I_I J %30.75 TC
J G1 \
50q \ 30.26± �L ME 1\ 1 GRADE CONCRETE STRIP
■ ° 30.34 TC \ \ ■ 1 AWAY FROM BUILDING AT 1
� \ \ PROPOSED 13' X 19.5'
0.5% MINIMUM. ACCESS EASEMENT
30.8 \�5 \ \ qp REC NO. 2Q23IM
8 00786 0
\ 30.78� ° 2� \ \ \ \■ 1 p0 3 .13±
-, � J • %_. � � ppp� 2 30.12± M� �
30.27± � o
GRADE LANDSCAPE TO SAL Cp
0 5 10 20 CURB CUT. CONTRACTOR pMMERp
■ 1 5 a° °c, \ \ ■ 1 TO ENSURE POSITIVE
J \ o \ \ \ 1 DRAINAGE AWAY FROM
\ J \ \ \ 1 SCALE: 'I "=1 O' EXISTING BUILDING. s uG o
\ ° \
0
°� \ \ \I EX. FF=30.4± �/ -30. (� b! o o30
� 3(
\ \ 1 t �30.15
.36 I� fff L ' 29.93
29.95
\
1 9
\ 4 \ \
J 4• d q
\ 2 \ 30.27± FL ME \ \ \
c ° 30.77 TC
A W \
CMU SCREENWALL NOTES:
�\ \ WALL ELEVATIONS T
•° TW =TOP OF WALL
♦ G 'C f
XXX.XX
t-J
BG= XXX.XX (N,
* DIFFERENCE IN ELEVATIONS
\ \ ao7 s BG=FINISHED GRADE
d - _30.47 �, d �� \ ` ELEVATION
TW
♦ / J
MppC� J a �\\ �� \ BG
► .` 0.46 `� N O
/ \ O
♦`, ° � � J�\� \ WALL BURY DEPTH P
°ER N
°\' \ STRUCTURAL PLANS. FOOTINGS Q
\ \ \ ° N 30.39± ME. 30 29 D 1 / II ���, 4 SHALL BEAR ON IMPROVED SOIL
a G o M1P 29.85 1 ♦ \
i \ MINIMUM PER STRUCTURAL PLAN
J\C,\
30.32 ` s? PCB �'� 29.84 ♦d ? 4 NOTES.J REVISED 20' X 5,a`� ■ACCESS EASEMENT \:,�� 1 29.67 TA
REC NO. 2023 9 ' 7 6 50% 30.17 TC MPPCZ
\� \ EXISTING 10' X 5' Oy 30.24 CCMPPC 29.50 ,' \
■ \�° aJ ; " ■ ACCESS EASEMENT \ 1 ► MPPC� 29.50
P(U)
30.20± ME
PROPERTY LINE
G REC NO. 7607260646 % 29.77 S`�9 '♦h / 30.07 e�, �% -°
�\ \ 5 05 RELINQUISHED D. \ 1 / 129.9180% '=� \\
30.83 �� �, ■ \ 29.94. . �° ' ♦ .
09/28/2023 / ♦ J�� ,,,_ �.
\ .33+ FL M 1 �� / 0 1 TW= 34.05 \
8 Q �c 8 3 ° 30.41 TC EX. 31 1 ��,� � 4% I 29.93 _ �' � � 30.07 � 30.21 BG= 30.99 � \°.� \ ••` . • •� �� � \
3 .95 A J \ I 3'9 1 \ _ . y0 \ , CMU SCREENWALL WITH STUCCO FINISH
0 4 c II 30.07 1 ___ _-- 1 PER STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON IMPROVED SOIL 18 MIN PER
\ 1. i a _ _ _ STRUCTURAL PLAN NOTES. TOP OF FOOTING = 29.38 CONTRACTOR TO CONFIRM BURY
G \ 0.61 TC I 2 .86 �� \ Oa%'D 29.05 9.08 `♦ J' REQUIREMENTS WITH STRUCTURAL PLANS PRIOR TO CONSTRUCTION AND ADJUST AS
■ s \ ■ \ 1 I 30.6 ♦ \ 29.05 \ (J.?8.95 a D ♦ NNECESSARY. SEE DETAIL 3/C10.4 FOR FURTHER DETAIL.
2.489. J ° - ' ° �,/ \
-S l�1 \/
° s `� �2% \ �` ■ I //1/ 29.11 / er d i \ d ° . �` \ • O�O�GP
i s < `r ♦ 5 ■ �N I 30.82 ► \ \ Sog D o,� _ a D 1 W
1•2899
► 29.48 i d ° a 0 ` I
�30.94 \ SEWER EASEMENT D �. a I D d �' %2 \
/ p PROPERTY LINE `c
■ REC NO. 5253595 N ► - - - - - - a • �-
♦' I. \. W W �`♦ c \ / 1 1 i- 1 4 d 29.06 - --- o--=a-------- -�� I d 4. D �` TW= 34.05 3.0''
31.06 D a 4 \
�\ �,°�, W ♦� �'� \ / ► / ° d I p 2. \ 10 GAS EASEMENT
■ I \ W W ♦�, C 1 / D 0 4 REVEAL ON ° �` PROP. DRIVE THROUGH KC REC. NO. 20130411001089 \
���`\ r ♦♦ \ 1 ` l 1 / d D a BACK OF CURB I d ° ► CANOPY PER ARCH. PLANS \ ' 4 '. w
\.. ` "^ ► / 4
3
° a 29.19 ° ° . D .67• - U�d\/ I \
■ ■ ■ ■ ■ ■ ■ 1 O d p . D a pq - 30.14± FL ME
\ EL ► ° h D d I p 1 5 • 30.64 TC \ \
ADA RAMP DETAIL \\�1 °
5 SCALE: 1 " - 5' ► , a ° d - - I I a ° -- TP= 29.57 1 A
-► I D COL= 27.54 - \
�, 1 ► � d POWER EASEMENT a - 30•79 J \ -
Ln
/ d D a KC REC NO. 9410201209 ♦♦ o� i \ :\1 • - • , • C4.0
PROTECT IN PLACE AND 1 ° �% / I 29.41 \ \'
ACCESSIBLE PATH OF TRAVEL NOTE: RESET TO GRADE. \ N ; o - - - - 2 5 29.75 , L
\ �1 29.40 i s I �� \ Q \
WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY 1 --' 1 - o I 42 1 SLOPES & UTILITIES EASEMENT \
16� • i 6� TW= 34.05
ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS \-- 1 i ` •26'42 E �' �. d BG= 30.99 3.0 :4 PER 20110620001119
%SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS \ ► N 29•89 30.45 �'� d D , \ `' •.
(SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION AT A I / 0 4
LONGITUDINAL SLOPE EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE ► a 1 ° I / �' ��-' COL-- 27.54
DETECTABLE WARNING STRIP MEETING ADA STANDARDS (SECTION 406.8) ► = 1 -- _ i �� d
SHALL BE PLACED WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY j -- -_ `�' i �`�% TP= 29.72 w�
AND IS NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING 28.76 �� - - - - - -- // 29.48 29.69 \ ` o COL= 27.54
ADA STANDARDS. \1„ i' i 29. 7 i� // 9 47 O s a ` ,PROP. DRIVE THROUGH
EXISTING UTILITY LIDS: 9 •61 4 2$% 4.09%1 i"29.97� CANOPY PER ARCH. PLANS �� - • \ \
�O% °• , f \
ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA OF 2 63 ♦♦ 1 • �� �� Y\ \ j - - - \
WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS. CONTRACTOR y COL 27.54 ° a ° '. 29.87 COL= 27.54 \ \
J7 \COL= 27.54 D COL- 27.54
SHALL CONFIRM THE FEASIBILITY OF ADJUSTING EXISTING UTILITY o 29.84 ) cA 29.88
STRUCTURE LIDS TO FINISHED GRADE PRIOR TO CONSTRUCTION AND S s 9 •83 9.93 �� I �,. o ! •,� \
2i TW= 34.05 \�
NOTIFY ENGINEER OF ANY DISCREPANCIES. J' cP \ -O 3.0'
4.
D A I BG= 30.99 + � - - - - 29.85± FL ME
30.04 �� 1 n�TP= 29.89 .30• _ M . . 30.35 TC \
_ _ 50.13 1 ° COL= 27.54
UTILITY PROTECTION NOTE D 5q \ D41
30.53\ M
CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO PROTECT 2 ° n 29•81 2 91 29.98�a
EXISTING UTILITIES THAT MAY BE IMPACTED BY OVEREXCAVATION NOTED IN 29.7 ♦
GEOTECHNICAL REPORT � •,,.. - .♦ 13 �� -O �
INil IIIIIIIIIIIIIIIIIIIImlI �I
GEOTECHNICAL RECOMMENDATIONS: MATCHLINE - SEE SHT C4.1 O CAUTIONII
THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING SERVICES REPORT PREPARED BY CONTRACTOR TO CONFIRM DEPTH OF EXISTING UTILITIES
TERRACON CONSULTANTS, INC. DATED OCTOBER 29, 2021 AND IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR TO CONFIRM
SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECH I EXISTING EXTENT OF DISTURBANCE WITH PURVEYOR AND
REPORT. 2.00' MIN. I ±46 rL COORDINATE WITH NEIGHBORS TO AVOID SERVICE
CLEAR SPACE I. 6' VARIABLE WIDTH TRAVEL LANE/CURB/GUTTER/MEDIAN I EXISTING ROADIWAY INTERRUPTIONS. FR-425005
A. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN EARTHQUAKE IS PRESENT. IT IS ROW DEDICATION OVERALL NOT A PART OF THIS
RECOMMENDED THAT THE BUILDING BE SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND I ROW DEDICATION I PLAN. PROTECT IN PLACE. OONA(� IN COMPLIANCE WITH CITY OF RENTON STANDARDS
8' 5 VARIABLE WIDTH
IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE FOUNDATION SOILS. SIDEWALK LANDSCAPE VARIABLE WIDTH EXISTING ASPHALT TRAVEL LANE/MEDIAN �.`�*pF W A SyiBF�
B. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE SAWCUT LOCATION Q
(IMPROVEMENTS NOT A PART OF THIS PLAN)
(MIRAFI 50OX) SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT I ,``� tic
SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF STRUCTURAL FILL ABOVE THE GEOTEXTILE. Q DEVELOPMENT ENGINEERING
Ca
C. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND AFTER CONSTRUCTION. z yqi 12/05/2023mom mammagm
'
D. PROOFROLLING IS REQUIRED PRIOR TO PLACING FILL.
E. THE FIRST LIFT THICKNESS SHALL BE 18 INCHES AND THE SUBSEQUENT LIFT THICKNESS SHALL BE 6 INCHES.
SPOT ELEVATION NOTES:
ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP OF ASPHALT
OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE NOTED. Barghausen
TIP - TOP OF PAVEMENT ADJACENT TO CURB/SIDEWALK Consulting Engineers, Inc.
TC - TOP OF CURB/SIDEWALK ADJACENT TO PAVEMENT
FC - FLUSH CURBING ADJACENT TO PAVEMENT 18215 72nd Avenue South
ME - MATCH EXISTING Kent, WA 98032
TIP- TOP OF PAVEMENT
COL - TOP OF COLUMN FOOTING ELEVATION 425.251.6222 barghausen.com N0. REVISION
FL - FLOWLINE
1 A RAINIER AVENUE R.O.W
SCALE: N.T.S
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
BY DATE APPR APPROVED: ADB
SCALE:
VERTICAL: NAVD 1988 • 19=10' HORIZONTAL: NAD 1983/1991 CITY OF
R
RENTON
I ONE INCH Nxil•
AT FULL SCALE Plonning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
GRADING PLAN - NORTH
FOR
CHICK-FIL-A RENTON
375 RAINIER AVE S RENTON, WA 98055
STORE NO.:04249
DATE:
03/29/2023
FIELDBOOK:
PAGE:
DRAWING N0:
C4.0
SHEET: 5 OF: 20
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