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RECORD GRADING PLAN - SOUTH
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CHI K FIL A RENTON SCREENWL WITH STUCCO FINISH PER
C STRUCTURAL PLANS. FOOTINGS SHALL BEAR
ON IMPROVED SOIL 18" MIN PER
SECTION 1$, TWP. 23 N., RGE 5 EAST, W. M. STRUCTURAL PLAN NOTES. TOP OF FOOTING= 29.38. CONTRACTOR TO CONFIRM BURY
Q# DRAINAGE NOTES: CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON REQUIREMENTS WITH STRUCTURAL PLANS
III PRIOR TO CONSTRUCTION AND ADJUST AS
1. CONTRACTOR TO PROVIDE 3" WEEP HOLES THROUGH CMU WALL NECESSARY.
FOR DRAINAGE DISCHARGE. CONTRACTOR SHALL VERIFY THAT NO MATCH LINE SEE SHEET C4.0 RIDGE LINE
WATER IS TRAPPED IN PATIO AREA.
------------------------------------------- - - - - -- - -- A--
° 1 29.74 Y ���' RIDGE LINE (AT MATCH LINE) °30.55
. - - �I- - � I I � wE TC o
SPOT ELEVATION NOTES-• , m _d 30.53 i 47 TA.
SET TOP OF CURB 6" i o w I 3�.44 a° 4 C �
ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP ABOVE ADJACENT i, A "� I a 30.62 I ,50%
OF ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS PAVEMENT AND ° v ,i 1 30.16 ° GRADE BREAK N�
OTHERWISE NOTED. EXPOSED CURB BACK I i 30.89 TA TW= 34.05
31.39 TIC 3.0'
o BG= 30.99
BIG - GRADE AT BOTTOM OF EXPOSED WALL r� 30.04 ----31_______---' 30.82 Q°40
30.96 TA TW - TOP OF WALL IQ
29.58 1 30.15 0.21 ° Z
COL - TOP OF FOOTING COLUMN a ��ZQ.50%
30. 0 ° TA - TOP OF ASPHALT ADJACENT TO CURB SIDEWALK _9. 5mT - T P F R I A K A A T T/ A PHA T , 0.50%4.507 30.52 30.24 TA v.0 0 0 CU B/S DEW L DJ CEN 0 S L i- _ _ - °
TP - TOP OF PAVEMENT i 1.517Q RIDGE LINE 2g 95 i ° - ----
------- 3�.10
FC - FLUSH CURBING ADJACENT TO PAVEMENT 31 % ° �� ° \29.54 1.41 %
ME - MATCH EXISTING � i M_ ° ° � ----� 30.17 T � � rn
GB - GRADE BREAK i �_ _ - ° ° 4
PL - TOP OF PLANTER RAISED TAPERED PLANTER WALL 10 GAS EASEMENT ` ° ° ` a Z
/ KC REC N0. 20130411001089 i 29 49 0 ° 4 ° �� ° A0
/I
C
4 ° ,�^ ° 0.747-7
rn
4.
N ,n POWER EASEMENT CD
1.507, 29.3 iA ° ° I KC REC. N0, 9410201209
29=5 9i ° ° �N
d ° a N
q
I I a ° I y
� „� .9 ° 29.95 TA
\0 29.30 ° a .° v a a9 I 30.45 TC Osg � 4 '
° .50% 30.50 ° 30.50 3°0.50 d `�` 30.00 ° �° 29.904 ° �
° v �I
16
00
°
�- V. ° ° / �' SLOPES & UTILITIES EASEMENT
15' X 100, I 30.1 A�
SEWER EASEMENT 30.45 I / 0.50 w KC REC N0. 20110811001003
I i I ,
REC N0. 9708110700 TW= 34.0
� - ----------- - ----- -- ----- � -
TRANSITION TO
° I I 5
FULL HEIGHT CURB I 30.50 / / BG= 30.73
29.91 TA
i 30.41 TC I
I i , 30.50
Q N ° 30.50
1 0 °I
v
!/ 1
SEWER EASEMENT i I I 4
\ I REC NO. 5253595 i Q CUSTOM BL_DG aI o
° I
'
„/ i ° 1 TA 51 % FF=30.50 i � KCGAS REC EASEMENT
SET TOP OF CURB 6 33.47 PL
I 1 ABOVE ADJACENT i U r I ri ° 20130411001089 PAVEMENT AND J9.89 oa 1 00% I I ° I _ li i 4l (TO BE RELINQUISHED)
I 4�� EXPOSED CURB BACK 29.76 = E GRADE BREAK ABOVE CURB
/ 33.47 PL il,,
O 29.73 I
I ° ` 1.00% O 305 i III I 1 v
2 .7 II 30.50 � I , I I \
a 30.50 0.50 30.50 33.47 PL
I x 1
°
RIDGE LINE 1 29.99± ME
: D
I -1v
x I
EXISTING TYPE 1 CATCH BASIN 29 71 i TA3
2RIM: 26.01 i 0.5 30.50 30.50001?:
IV 9.13± ME 29.44 �o �I 30.42 30.50 1 I
SANITARY SEWER EASEMENT - X - 00 29.38 T <_- GRADE BREAK 1/ft 0.34 29. ± ME
I KC REC N0. 97081 10701 � � 29.88 .04% 1 - - - -
I I 29.94 �` •31 % � ^ - a � � ^ 1 � - - � � 32. 7 PL 4 . 30.68 P ;
I00
29.20 TA ° � "O ° .00%� W��o ZRIDGELINE - 32.3 PL °
0or2g� \ \ 29.70 TC°.1 30.40 d Lr7 . ° ° �� -32 37 L v ° v 4.
.14
\ - - - - GRADE- BREAK �� I ° 1 1 30.40 30.40 ' 31 0
1 30 30.44
\ Z - - - -28.96 - 1.509, 29% .75%
\ 28.81 2 1 3d. 33 PL
� 28.88
co
28.72 29.7 32 - - - - - - - - - - - - �- _� L (1) 6" RISER
0 28.50± ME N 32.19 P �� o o 50% p ---- 29.63± M
\ ` b\ 32.26 L Ln Lq
\ fl Q, 2.2._ -� 819.259.6. 0
31. 0.O
29.4S10'5315"W
o 42.03119 c
LQ EXISTING TYPE 2 48" SDMH '01 ��8 66 TI 30.2� 1 _ 50%_- _ _� 4 `�
0.1 - 29.19
\ RIM: 26.86 OddWO� 1oddINO 29.16 T� 1 is -3621 - __-------
1 f 30.11 PL 30. _ -
\ f _ 2 . - (2) 6 RISERS
\ 4 TA _ __________ i. 28.962,g ..:...
I % 2 F I 29.03 �.� b�.. �` 4�„� t44.64�-- TRANSITONETO
�1• N 28.89
/ --
28.37
M
6" RISER 29.41 ± ME
5� �-
/ACCESS EASEMENT a rn i� . 7± (2) 7" RISERS Know what's below.
PER SHORT PLAT \ 2 .15± ME - o. 4 28.56 I - 79 17ITC
I o.. PROVIDE 8 D.I. SLEEVE p Call before you dig.
/ \ `f� 28.50. .. ', 7" RISERS FOR PIPE UNDER WALL'S 1 Dial811
o(2) _ 28.67±� E ', CONE OF INFLUENCE
12 TIC
28.59± ME
PR R 406306
/ \ SET TOP OF CURB 6" ;;
IN COMPLIANCE WITH CITY OF RENTON STANDARDS '1 ; � J
ABOVE ADJACENT 28.55± ME , �� �R\5 ENS
PAVEMENT
47671
STERF�
NA L E �I,�g�
Barghausen
SURVEYED: RLH
SCALE: - VERTICAL: NAVD 1988
>, 7 HORIZONTAL: NAD 1983/t99t
1 -10 Y
\ '
i`J
o
1T2/19/2019
Consulting Engineers, Inc.
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DESIGNED: JC
-
RECORD GRADING PLAN SOUTH
FIELDBOOK:
�Cl
R] RENTON
0
FOR
PAGE:
18215 72nd Avenue South
DRAWN:
CMS
I ONE INCH I
i
�
CHICK-FIL-A RENTON
DRAWING NO:
Kent, WA98032 AS -BUILT PLANS
MM 3/15/21 CRJ CHECKED: AEM
AT FULL SCALE Planning/Building/Public Works Dept. 11
375 RAINIER AVE S RENTON, WA 98055
C4.
425.251.6222 barghausen.com NO. REVISION
BY DATE APPR APPROVED: CRJ
IF NOT ONE INCH
SCALE ACCORDINGLY
STORE NO.. 04249
SHEET: 6 OF: 24