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I150.08 (EG,C)-
I150.11 (EG, rcj
15a1-(FG)---/----
I
151.12 (f FL) 149.77 (FG) REGRADE DRIVEWAIY TO
v I 15' TRANSITION BACK TO
EXISTING GRADE (TO BE
SSMH 8074 ADJUSTED /N THE FIELD
RIM EL=150.37
d 8"PVC(S)IE=145.1; ACCORD/NGL Y)
8"PVC(W)IE=139.02 /
�-M12"PVC(S)IE=138.72
° 12"PVC(N)IE=138.621
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I
a 15.20 (FG) RAMP - MAX /
h LONGITUDINAL SLOPE 7.59
0 151.12 (EG,FL) CROSS SLOPE 1.59
152. 00 (FG, TC -
m 151.65 (FG) 15326,
Q ; 151.58 -
(FG, RAMP) 151. 72 (F) / °)
151.65
W' a
it 152.27 (FGG, a / 15 . FG) f a.
W GN FOR "SWANSON
NO PARKING ARDNER ATTORNEY
LANDING - MAX SLOPE AT LAW"
a 1.59 /N ALL DIRECTION
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CB 8095 TYPE I
RIM EL=152.74 a J
= a
8"CMPO IE.24
GRADING DETAIL 1
SCALE- 1 " = 10'
a �
REMOVE EXISTING
SIDEWALK
o
Q 26.26
CONNNECT TO SIDEW L,
CONSTRUCTED B
HEA 1HERL Y llh
m U) /
Q 156 F CO
(f FROM A
°
OH OH
4 -
158.40
*`1V
0
156.70 (FG)
° (FG FROM WEATHERL Y)
OHP OHP
-------------------
30.00
T
FOUND REBAR 26.6'
W OF PROPERTY
GRADING DETAIL 2
SCALE- 1 " = 10'
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7W
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153.40 (FG)
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RIM EL=148.75
6"CONC(S)IE=146.50
6*57.0, 19.9 -LT
BEG/N STING SlD ALK
REMOV L PROP SE
5' CON ETE S E '�( CU
AND G111111i7FR a LI
FOUND 0.5" BRASS PIN IN -
CONCRETE WITH PUNCH IN /
CASE DOWN 0.57'
Sf35.35, 3 .
CONNECT S/D AZR
BY WE�1 TaHE LOPMENT
8f36.99, 20763=t�-G
END EXIST/NG S, FOUND 0.5" BRASS PIN INy,
CONCRETE WITH PUNCH IN CASE -
8 CONCRETE Sl, DOWN 1.02' (RENT 1227 HELD
S 45TH PL PROPOSED CUR2 FOR POSITION, EL:154.74)
-�%8Y�WEA THERL Y Ut VtL UPW
FOUND 4X4 CONCRETE -
MONUMENT WITH 2" BRASS DISC
WITH X IN CASE DOWN 0.97'
OHP
PER ASBUILTS-
WCR /
d d P OHP
/
a _
5' EXISTING I LHLLiUL NUAL/ i
26' PLANTER
SIDEWALK
SECTIONA A
SCALE- 1 " = 10'
5' EX/STING SIDEWALK
TO SE REMOVE-D
PROPOSED 8'
CONC. SIDEWALK
m
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IQ
Im
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V
00 CB 8073 TYPE I
RIM EL=148.80 9010
12"CMP(S)IE=145.45 / 3123 o uuc 55
o 8"CONC(N)IE=145.40 Tp CF B Rp S
0
z I CB 8072 TYPE I / 0 TP�g0
� � RIM EL=148.60 / / BUILDING 443 SCALE: 1 " - 2 0'
4"PVC(S)IE=146.59
4' PVC(W)IE=146.53 CB 8146 TYPE I
/ RIM EL=156.68 �(/,�� ��
PROPOSED WAY / 4"PVC(NE)IE=155.45 0 S C VLJ � L& 1 �0 2 O
/ APPROA�/ COR 6"CPEP(E)IE=154.77,. 40
Q I 155 4" CPEP(N)IE=154.70
® STD. D 10 > EG)
- I _ _ _ / _ I 4"CPEP(N)IE=154.55
/ / 12°CMP(S)IE=154.53 VBF _ n 1
DETAIL BY NELSON GEOTECH
ON SHEET C3.31
VGRELEV1 62.5 E II os
11
ITOP.- 169.0 5,
TOE. 164.19
STOP.• 169.0
3'0
TOE.• 166.0 /
TOP- 169, 0 � o, • L
TOE.• 168.0 -
vv�
PROJECT NO. 18242
0
1S4
cZ; CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
s PLANNING
DES I G N SURVEYING
ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD DRAWING
SURVEYED: SCALE: DATE:
RDW VERnCAL• NAVD 1988 CITY 0 F OCT 2021
DESIGNED: SHY
HORIZONTAL- NAD 1983/1991
(;%R) FlELDBOOK:
R E N T O N PAGE:
DRAWN: SES ROAD AND GRADING PLAN DRAWING NO:
CHECKED: ONE INCH DATUM
SHM AT FULL SCALE Planning/Building/Public Works Dept. C`J. 01
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: / SCALE ACCORDINGLY SHEET, 6 OF, 11