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CB 8032 TYPE I i \
RIM EL=148.75
6"CONC(S)IE=146.50
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BUILDING 443
CB 8146 TYPE I
RIM EL_f 6.68
4"PVC(NE)IE=155.45
' 6"CPEP(E)IE=154.77,.
4"CPEP(N)IE=154.70
�j 4"CPEP(N)IE=154.55
12"CMP(S)IF7=154.53
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'UCTION DR//EWAY W 8"PVC(W)IE=l39.02
/ SDMH #8147, TYPE II
/ 12"PVC(S)IE- 138.72 RIM EL=157.10
N IE=138.62 36"CMP(S)IE=151.70
S s REMOVE
�\ I EXISTING CURB
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SIGN FOR "SWANSON
PARKING EX/STING PARKING
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AT LAIAi" SDMH 7003, TYPE II TO REMAIN
TCH BASIN INSERT PER / I I RIM EL=159.04
O.R. STD PLAN 216.30 I `� 16"PVC(S)IE=155.19 I BRICK COLUMIJ
12 SHEET C2.31 (TYPE U �� a I 8"CMP(W)IE=151.64 SDM 8148, TYPE 11
8"CMP(E)IE=151.64 / = d
I''1� I RIM EL=158.93 /
36"CMP(N)IE=151.48 D 1
SD I I II \8"CMP(W)IE=151.28 G�6
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CB 8095 TYPE I
RIM EL=l52.74
c� EXISTING ROW TREES -
�. 8"CMP(E)IE=151.24
4 TO BE REMAIN .....8.."CMP W IE-151.16 II 10' ROADWAY I
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UTILITIES EASEMENT
S�
m i I B I �°2 REC. NO. 86103�897 �I
J I O � - - ASPHALT
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/ RIM EL=148.80
12"CMP(S)IE=145.45
18"CONC(N)IE=145.40
CB 8072 TYPE I
.U) RIM EL=148.60
4"PVC(S)IE=146.59
4" PVC(W)IE=l 46.53
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ONE STORY WOOD /
FRAMED BUILDING I
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TPN: 312305-9069
T. GARDNER
4512 TALBOT RD S
98055
00 BUILDING OVERHA
w / °i 7II
d I DISTURBED AREA
15,024 SF (0.34 AC�
° I SD
I CBI 7004, TYP SDCO�
RIM EL-159196 RIM EL=162.023E ON OR \ YD 7011, TYPE I
p I 6"PVC(E)IE=156,.41 6 PVC(E)IE=158.001 ..., ss RIM EL=161.94
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L,...a CPVC(N)IE=15 .21 6"PVC(N)IE=158.00 4"PVC(E)IE=161.24
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EXISTING ROCKERY
EXISTING BUILDING 7
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G I APPROX. SIDE SEWER. I I ss q 4"PVC(W)IE=161.24 - I YD 7015, TYPE I
LINE PER ASBUILTS d I DRIP INE (TYP.)_ RIM EL=162.12
FOUND 0.5" BRASS PIN IN�I I� 11I 4"PVC(N)IE=161.27 1CONCRETE WITH PUNCH IN CASE ONG LOCK WALL /4"PVC(E)IE=161.22 DOWN 1.02' (RENT 1227 HELD SE REBAR W/ CAP I SDCO SD D / sD I
FOR POSITION, EL:154.74) ST MPED "CORE 4 SD
I I RIM EL=164.40 RHANG SECURITY- P '- / SET REBAR W CAP
� � SSMH 11269 /
STREET SIGN, / VC E IE-158.38 CAMERA IN USE
--- --- ---- O - -__s- - RIM EL-166.75 STAMPED "CORE 4465
r i........ NO PARKIN \ 6' C(N)IE=158.38 CB 11275 TYPE---------------L----- -- -------- --- --- �°
/ \ 6" V (N 8.38 RIM EL-161.46 % \
FOUND 4X4 CONCRETE - -
MONUMENT WITH 2" BRASS DISC cSSMH PER ASBUILT o �, d. G - - PROTECT EX -
y DEW ,1 TRANSFORMER -�
- - - - - - - - - - - - - - - -
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_ OH DURING 9°01'54"W 146.1 P w rH -�
S 0. oo CONSTRUC/ON
IJ .4a � � S LINE OF THE S 5.5 AC S OF THEN 25.5 ACRES OF THAT
FOUND REBAR 26.6' - SET_NAIL W/ WASHER PORTION OF THE S HALF OF HE NE QUARTER OF SEC 31-23-5
>�:EE
\ I d < CORNERROPERTY - - - STAMPED "CORE 44653 - - - -
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/ P P off . CB 8091 TYPE 20' ROADWAY EASEMENT 31230jRENTpN LUcl
RIM EL-15616 REC. NO. 5973181 N: NNE
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4"PVC(E)IE=154.79
12"PVC(S)IE=154.17
12"CMP(N)IE=l54.11
SSMH 8213
RIM EL=156.76
12"PVC(S)IE-146.21
12"PVC(N)IE=146.06
I cY I
EX/STING TREE NEAiNER I------�
/ TO REMOI/ED S/Z T FENCE PER C. O.R.
STD PLAN 214.00
/ SHEET C2.31
1
PEDESTRIAN PATH THROUGH PARKING LOT
SES
11/9/22
SHM
2
CITY COMMENTS
SES
6/23/23
SHM
SURVEYED: RDW
3
CITY COMMENTS
SES
10 1923
SHM
DESIGNED:
SHM
DRAWN: SES
CHECKED: SHM
NO.
REVISION
BY
DATE
APPR
APPROVED' SHM
_SS
- - - SET NAIL W/ WASHER _ _
STAMPED "CORE 44653
10' ELECTRIC LINE EASEMENT
REC. NO. 6023496
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
L_
F
I
I
I
IH PE ASB
I
_J
SCALE: 1" = 20'
0 10 20 40
CONSTRUCT/ON SEQUENCE
1. SCHEDULE A PRECONSTRUCTION CONFERENCE W/TH THE CITY DEl/ELOPMENT ENGINEER. ONCE THE
MEETING /S HELD THE CIWZ CONSTRUCTION PERMIT W/LL BE ISSUED.
2. FLAG THE LIMITS OF CLEARING, INSTALL CATCH BASIN INLET PROTECTION ON EXISTING CBS AND
INSTALL PRO TEC77Vf- SILT FENCING WHERE INDICATED.
3. POST SIGN W/TH NAME AND PHONE NUMBER OF ESC SUPER �150R.
4. REMOI/E THE EXISTING CURB AS SHOWN ON THIS SHEET.
5. ROUGH GRADE THE PARKING LOT.
6. INSTALL PROPOSED STORM, PROTECT FROM S/L TA TA T/ON AND CONNECT TO EXISTING STORM.
7. CONSTRUCT THE REMAINING STORM DRAINAGE FACILITIES PER THE ROAD & STORM DRAINAGE PLANS.
PROTECT THESE FACIL/TIES FROM DAMAGE AND S/L TA 7ON DURING CONSTRUCTION. INSTALL INLET
PROTECTION. F/NE GRADE PARK/NG LOT AND INSTALL PROPOSED CURB.
8. PA Vf- PARKING L OT
9. HYDROSEED ANY REMAINING DISTURBED SURFACES. REMOI/E ALL TEMPORARY FACILITIES. PUMP
ANY COLLECTED DEBRIS FROM STORM DRAINAGE SYSTEM.
R-426404
CITY OF
RENTON
Planning/Building/Public Works Dept.
PROJECT NO. 18242
t �IDEKO
,� pF N'ASy�,'cy?,
Z; CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
o�o�Fssc/STE DESIGN
TONAL EN SURVEYING
10-1�-Z3 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 10
yqi 11 /07/2023
DATE:
✓AN° 2022
TEMPORARY EROSION AND PAGE:
SEDIMENT CONTROL PLAN DRAWING NO:
cz. of
SHEET: 4 OF: 10