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CB 8032 TYPE I
RIM EL-148.75
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CASE DOWN 0 57'' 1 SSN.
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12 O.R. STD PLAN 216.30
SHEET C2.31 (TYP)
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FOUND 0.5" BRASS PIN IN 1
CONCRETE WITH PUNCH IN CASE 1
DOWN 1.02' (RENT 1227 HELD
FOR POSITION, EL:154.74)
FOUND 4X4 CONCRETE I
MONUMENT WITH 2" BRASS DISC (.SSMH PER ASBUILT o f
7' I. D./
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° CB 8073 TYPE I
/ RIM EL-148.80
12"CMP(S)IE=145.45
18"CONC(N)IE-145.40
CB 8072 TYPE I
v RIM EL=148.60
4"PVC(S)IE=146.59
1. 4"PVC(W)IE-146.53
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_IRIM EL=150. 7
8"PVC S)IE=1 5.17
/ 8"PVC(W)IE-139.02
/ 12"PVC(S)IE= 38.72
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BUILDING 443
CB 8146 TYPE I
FP4"PVC(NE)IE-1
EL=156.68 55.455
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4"CPEP(N)IE=154.70
4"CPEP(N)IE=154.55
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RIM EL-157.10
36"CMP(S)IE, 151.70
REMOVE
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OCK WALL
(TYP)
ECK WITH STAIRS
ONE STORY WOOD
FRAMED BUILDING
N FOR "SWANSON EXISTING PARKING
GARDNER T_C`1-1'
/AT LAW" SDMH 7003, TYPE TO REMAIN iPN: 312305-9069
RIM EL-159.04 I T. GARDNER
CPVC(S)IE=155.19 I / PktTCK COLUM 4512 98055 RD S
18"CMP(W)IE-151.64 'SDMH 8148, TYPE II � °
_r/ 8"CMP(E)IE-151.64 / 4
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sD-I I 91- 1 \8"CMP W IE-151.28
ICB 8095 TYPE S
RIM EL-152.74
�.., 8"CMP(E)IE=151.24
8"CMP(W)IE=151.16 I I 10' ROADWAY &
B UTILITIES EASEANT
I°-° REC. NO. 8619311897 �1
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RAMP I
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DISTURBED AREA
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CB 004, TYP I SDCO�
RIM EL=159�96 RIM EL=162.023F O'� OP \ YD 7011, TYPE I
6"PVC(E)IE=15 41 6"PVC(E)IE=158.001 ... RIM EL-161.94
6"PVC(N)IE-156'.21 6"PVC(N)IE=158.00 4"PVC(E)IE=161.24
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EX/STING BUILDING
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R ASBUILTS 1 a I TRL, 113 P INE (TYP.4 I RIM EL=162.12
�� i s I 9 1 I 4"PVC(N)IE=161.27
° - CNC LOCK WALLQ'1 I �/4"PVC(E)IE=161.22
SE REBAR W/ CAP I SDCO SD ❑ D 0 / SD I
ST IMBED "CORE 4 SD * I
RIM EL- 64.40 VERHANG _ SECURITY P �SSMH 11269 SET REBAR W/ CAP
STREET SIGN, / � _ _ VC(E)IE=158.38- --s -- ^\MERA IN USE RIM EL-166.75 I STAMPED "CORE 446
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i .... NO PARKING \ 6' C(N)IE=158.38 CB 11275 TYPE - L----- ---------- -- --- �b
° / I 6" V (N = 8.38 RIM EL=161.46 Je
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� 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
W OF CORNERROPERTY - - - STAMPED "CORE 44653 - - - -
61
H . CB 8091 TYPE 20' ROADWAY EASEMENT 31230 RENTON LLOI
RIM EL-156.16 REC. NO. 5973181 TPN �NN-I I
4"PVC(E)IE-154.79 EXISTING TREE NEATNERLY
� 12"PVC(S)IE=154.17 TO REMOVf_D
12"CMP(N)IE=154.11 SILT FENCE PER C.O.R.
ssMH 8213 I STD PLAN 214.00
RIM EL=156.76 SHEET C2.31
12"PVC(S)IE-146.21
12"PVC(N)IE-146.06
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REVISION
SS -
3
- - - - SET NAIL W/ WASHER STAMPED "_ CORE 44653 - J
10' ELECTRIC LINE EASEMENT
REC. NO. 6023496
SCALE: 1" = 20'
0 10 20 40
CONSTRUCT/ON SEQUENCE
1. SCHEDULE A PR'CONS TRUCTION CONFERENCE WITH THE CITY DEl/ELOPMENT ENGINEER. ONCE THE
MEETING /S HELD THE CIVIL CONSTRUCTION PERMIT WILL BE ISSUED.
2. FLAG THE LIMITS OF CLEARING, INSTALL CATCH BASIN INLET PROTECTION ON EX/STING CBS AND
INSTALL PRO TEC77Vf- SILT FENCING WHERE INDICATED.
3. POST SIGN W/TH NAME AND PHONE NUMBER OF ESC SUPERW50R.
4. REMOI/E THE EX/STING CURB AS SHOWN ON THIS SHEET.
5. ROUGH GRADE THE PARKING LOT.
6. INSTALL PROPOSED STORM, PROTECT FROM S/LTATAT/ON AND CONNECT TO EX/STING STORM.
7. CONSTRUCT THE REMAINING STORM DRAINAGE FACILITIES PER THE ROAD & STORM DRAINAGE PLANS.
PROTECT THESE FAC/L/TIES FROM DAMAGE AND SIL TAT/ON DURING CONSTRUCT/ONINSTALL INLET
PROTECT/ON. F/NE GRADE PARKING LOT AND INSTALL PROPOSED CURB.
8. PA Vf- PARKING LOT.
9. HYDROSEED ANY REMAINING DISTURBED SURFACES. REMOI/E ALL TEMPORARY FACIL/TIES. PUMP
ANY COLLECTED DEBRIS FROM STORM DRAINAGE SYSTEM.
R-426404
RECORD DRAWING
SURVEYED: RDW SCE: VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED: SHY
DRAWN: SES
ONE INCH DATU M
CHECKED: SHY AT FULL SCALE
IF NOT ONE INCH
BY DATE APPR APPROVED: SHY
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
PROJECT NO. 18242
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CIVIL ENGINEERING
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LANDSCAPE ARCHITECTURE
o'• 41846 •�� PLANNING
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/STER SURVEYING
sS/ONAL LNG DESIGN
2-20-1;_75 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
JAN. 2022
TEMPORARY EROSION AND PAGE---
SEDIMENT CONTROL PLAN DRAWING N0:
C2.Ol
SHEET: 4 OF: 10