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177.38
■ i 177.47-
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■■//// ■ Li 177.39 ■
■ / ■ 177.32 ■
/■w; ■■o �1. 177.32 ■
■ ■ ■ CS ■
■ ■ ■ - I 173.61 174.29,' 174.79�177.20 ■
-176.79 �� ■
177.44
173.54 173.804.36-7.1 % 177.00 ti ■
�172.54 172.12 I - ■
173.91 174.79 176.78
172.01 N 173.50 �� ;° �174.02 176.90 ■ ■ ■
TW-173.04 ■
172.00 ' ,5.�% �° 175.30 ■ ■ ■
BW- 173.04 171.96 ° �° '/ 173.42 %■ ■ ■ ■
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�171'71 j i \ -� ■■■�■
171.21 174.23 ow i
,�% 171.89 N, ■■■■■■■
1171.31 ' ■I■■■■ ■ GRADING DETAIL #2
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■.��/��/166.14� �66.26
/ r 164.40 �164.49 ,' 165.85 L /,- 66.06
164.72 165.83--\, ■ � °'65�
35%
16476 10
.92.
4164.78 165.21 °
164.29 17163.166.02 -3.° F.
■ 163.81 '
■ , ' I ° �7 2% N o° 165.90 166.34
°° 166.40
} °° ° ° 164.82
■ 163.81 0 °o ��� °
■ I - ,164.85 165.26 /
■ 164.30 163.91 - I
■ 16i.73J 165.12������'■
■ 163.78 �� ��'■�
--7-3------------ BW• 172.22BW-12.8 _ - - 17_0_-
_170- --- -- ----- - -- ---- - -
TW:178.79�--------------- BW:173.25--- --
-
-,
BW:174.88'' TW:178.49
'
TW:177.94 BW:178.18 '
,
TW:178.41 178.39 7=178.29 - - I
o TW176-96 177.44 LEGEND
of � ,
178.28 178.18 177.341 0 177.69 TW:181.18 ; - - - - - - - - . EXISTING MAJOR CONTOUR
as Js as , �as BW:178.34 '
177.53 178.02 '
178.23 178.20 , -' ;�-------------- h,, EXISTING MINOR CONTOUR
M M M M _177.35M - 177.46 ' I BW:178.53 '
`
XX PROPOSED MAJOR CONTOUR
N 177.86 '
'
^h ss-�js
SS ss SS ss ' ' XX PROPOSED MINOR CONTOUR
- 177.87
178.65 ---- 178.62 178.08 o I. 178.03----------
� ` 178.64 8 177.90
' GRADE BREAK
Lq
178.30' '
XXX.XX SPOT ELEVATION
178.90 178.90 1l8 V1'" X% SLOPE LABEL
178.90
Ro Rp RD 179.00 178.02 \TW TOP OF WALL
r- FD R� F - FD .178.80 I TW 183;21
u 1178.04 , BW BOTTOM OF WALL AT FINISH GRADE
179.00 179.00 176.00 ;� BW:178.91
2: RETAINING WALL
FFE:179.00
NOTES:
1. ALL SPOT ELEVATIONS ARE TO TOP OF
V' ,' 178.60' TW-.184.34 ASPHALT UNLESS OTHERWISE NOTED.
178.80 0' 178.63 /
1178.66
178.55 .BW:17g 25 TW:184.72 2. ORIGIN OF FILL AND DESTINATION OF CUT
178.49 178.69 BW:179.24 NOT KNOWN AT THIS TIME. THE SOURCE AND
DESTINATION WILL BE FROM AN APPROVED
178.80 I I " 178.74, '
'lap- - =1.4% - as 178.41 178i 59 SOURCE.
178.78 '
- ,'' 1 QUANTITIES
11121 179.00' TW:18r5.83I
BW:179.01 I I I I'r' 1
- - CUT: 23,000 CY
179.00 179.00 TW: 200.00'
4
,,• FILL: 5,000 CY
� I BW:196_.97
�fwO I 4' ��% TW: 187.96' TW:196.00 ,
BW: 187.96' ;
AGRADING DETAIL#3
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178.44 ,' 178.70
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178.94;
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178.91 ''
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GRADING DETAIL#4
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CALL
BEFORE YOU DIG
C,
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
CID
N N
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
cn
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
BY CALLING
uj
THE UNDERGROUND LOCATE LINE AT (800)
424-5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATION.
�Z
166.69
■
166.66
■
■
■
166.66
■
■
166.63
167.02
■
166.66
■
166.59
166.85 .
■
166.59
■
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2.
■
166.91
-
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W. W, '
■ _ - w-
o I BW.18812 ' AREA SUMMARY:
178.21 178.29� - ,
179.00 ITLJJ -1.7% ' " I �' BW:178.79 TOTAL AREA:206,910 SQ FT
11.7%j AREA OF WORK: 163,350 SQ FT
_ - - - - - - 178.73 o I 178.19 TW:186.62 ,
179.60 178.80 I �'
■ L1J i o 1178.16 ,' TW:187.30, ■■■.■■ ,■ *■■■■ ■■
■ 179. 177.96 178.67 ° I
'I
■ L1J 178.20 TW:187.39 " � ■ ❑
_ 179.00
■ BW:179.51 '
J 178.10 ' BW:179.28 , ■
■ _ ,� j BW188.23"
0 178.03' / 40� ■ 166.85
■ U s TW:196.23'
■ - w ■
Q
178*06
0
■
■ -3.8% �178.18 A.
■ L o
r
' D S ■ t o BW: 182.84 ■,'' '�
■ - '
/ ■
' f`� TW:188.78 BW:197.17 '
O O Q BIN:189.67 TW: 205.17 ■166.815 ■
., TW:196.85 'TW: 205.79 ■ 166.48
aj � ° ' BW:197.79'
BW:167.02
TW:1'74.98
T - ___ 1 -7 W
GRADING DETAIL #6
1 "=10'
i�����n
- •��I_Ill�
®
REFER TO Ro*4036149
W,,403601 , So*403601 FOR
AS -BUILT INFORMATION
SS D - JA R�
�O� of WASyr crS
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2
t �
OF R43668
FGI STEy'�p
`rSI O N A L
06/19/2019 N0.
BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
REVISION
0
178.82 I '
178.44 I o �' ■ ; 166.85 ■
DS,,TW:192.83�
178.50 178.431'' BW- 193.98 �' 166.45
179.00 - '1j TW;200.40
9 ■ CC) 179.00 BW:180.82 BW 201.33 ■
/ 178.43 TW: 205.34 -166.85
T
178W
.22 , 0� '
o, :186.2 ■ 166.43
aa178.94 as °a 178.60'' ■ °
It
■ ■
SD-,■ BW:186.86 A
a a TW:192.85 ■' '
BW:178;53 BW:193.68'■■ ■■■■■■■■■■ ■°■■■�■■■L
A W w W h W 178.52 TW:199.71:
TW:186.05
GRADING
DETAIL #5
TI ,
1 "=10'
BW:173.25 ; TW:205.781 '
TW:179.13 BW:200.54 '
TW:179.18 _ 178.83 TW:192.85 '
78.57- BW:179.69 ' 178.86 '
' BW: 186.86 ;
TW:175.00 _ _ W:179.39 0' TW:186.23:- - BW:180.02 ,' ,'
' R-403612
_ BW:176.25,TW: 179.12 BW:180.01: BW:201.18
I BW:187.06.� TW:186.18 TW:201.22 - IN COMPLIANCE WITH CITY OF RENTON STANDARDS
:184.25 ,BW:185.50. = TW_186.51. W_- TW:191.41= BW:188.04
_ _ N _ , _ _ ' DEVELOPMENT ENGINEERING
N : - -: T� jchavez 07/16/2019
: N89' 01' 12.00* _
TW 193.50 TW:191.84 - - - 3 630.55 , , - - -
BW:176.34 TW:193.50-- G
BW:185.50- - - - _
TW:184.25 - BIN:192.97 I� �� �. ail,61441E
- - - _ V_ TW: 200.00 =
R.E.W. 05 01 19 R.D.J. SURVEYED: SCAM DACE:
■- f HORIZONTAL- N
R.E.W. 06 19 19 R.D.J. DESIGNED: 1 20 �R1. CITY OF W EAT H E R LY INN R E N TO N
TAD 1983/1991 3/1
K. MELMN 4500 TALBOT RD S PAGE, OK:
DRAWN: RENT 0 N PEE:
S. ORDONEZ ONE INCH DATU M R E NTO N , WA 98055 DRAWING NO:
CHECKEDR• JARVIS IF NFULLO ONE INCH Planning/Building/Public Works Dept. ENLARGED GRADING PLAN AND DETAILS cc-03
BY DATE APPR APPROVER. JARVIS SCALE ACCORDINGLY SHEET. 12 OF•51