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CB (TYPE 1)
RIM=111.77'
IE 12"CPEP(S.)=109.49'
o IE 12"PVC(E.)=109.43'
P IE 12"PVC(W.)=109.27' `��<<
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RIM=112.70'
IE 8"CONC(E./W.)co
=106.46'(C. C. )
FENCE COR
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4" 0 SDR 35 PVC ROOF DRAIN
LINE @ 2.00% MIN., LION
SUMP PUMP FOR FD
SOLID LID
RIM -113.8
IE IN -111.2 4" FD
IE OUT 112.6 2"
15' BLDG. SETBAQK
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vv vv -- - vv- vv
12.10 L
112.76
SS SS . FL 112.72 SS 112.78 ME
50+72.41 `
10.00-L-
�` 90 112.16 FL-
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CB (TYPE 1)
RIM=112.02' SD SD SD -
IE 12"CPEP(N.)=109.99'
IE 12"CPEP(S.)=110.02'
IE 12"CONC(E.)=110.04'
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
IE-IN = 111.3511 q 11.6336" PVC (N)_
G G G-�G
SD SD SD / SD
I
J 1
SD
N 31 ST ST
Horizontal Scale: 1 " = 10 Vertical Scale: 1 " = 5
FENCE COR
0. 4' W
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159 6" 0 SDR 35 PVC ROOF DRAIN
LINE @ 1.00% MIN., UON
OCKERY
1
RAIN GARDEN
MIN. BOT. AREA @ SURFACE 28.75 SF (2.5-FT x 11.5-FT)
FACILITY BOT. AREA ELEV. = 112.4
IE IN 112.9 4" ROOF DRAIN
OVERFLOW RISER ELEV. 112.9 (MIN. 6" PONDING)
05
ASPHALT MIN. TOP ELEV. 113.4 (MIN. 6" FREEBOARD)
WATER SURF. AREA AT OVERFLOW ELEV. = 68.5 SF
(DESIGN); 67.2 SF (MIN.) .y
2a 9.50'LT
9%1yti
\ NDSIW114.44AAAri
-114.31 y9ti 51 +25.40; 21.50 L`9-
o�OHPT= 46.
> WM tea.
PAVING LEGEND
UNLESS OTHERWISE NOTED:
?! 4" HOT MIX ASPHALT OVER
N6" CRUSHED ROCK BASE
�t> e t. CEMENT CONCRETE SIDEWALK
10 5 0 10 20 CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
2" OF HOT MIX ASPHALT OVER
SCALE IN FEET 4" CRUSHED ROCK BASE
+++++++
++'.++'.++'+++ NATURAL GRASS TURF
+++++++
�R 14.49 115• 114.67
OHPT= 46.4 'a �A93 1�kgo�*61�Ak66
9
s ,a SD -SD -SD -SD -SD � SD � SD
N 113.97 ME a` t° CB (TYPE 1)
113.91 ME kyo 51+30.27 �0e ,�° RIM=114.56'
51+27.40 .` 14.23 L Il .` IE 12"PVC(W.)=112.96'
W 13001 W W W W IE 12"CONC(E.)=112.96'
WW W W W W
-113.86 FL 113.97 ME
51+25.40 SS -57+27 40- SS SS SS / 3S� SS SS SS SS SS -
41
- -I
G -
-SD
N\31CD
ST ST
CB (TYPE 1) LO
(RESID`ENTIAL ACCESS) IE 12" VC(
IE 12"PVC(E.)
\=113.59'
IE 12"CONC(W.)
=113.54'
S' - -SD SD �
SHEET NOTES
SITE:
O
1. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO COR STD. PLAN 110 AND 220.20.
2. PROVIDE TEMPORARY GRAVEL ACCESS.
3. ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION WITH RENTON POSTMASTER.
4. CORNUS KOUSA' CHINENSIS' (CHINESE KOUSA) 2" CALIPER.
5. TRANSITION NEW FLOW LINE TO EXISTING FLOW LINE.
OSEWER AND STORM:
1. EXISTING 6" SEWER STUB TO BE REUSED. LOCATION IS APPROXIMATE BASED ON SEWER CARD NO. 2218953. CCTV
OF EXISTING STUB IS REQUIRED FOR REUSE. PROVIDE VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR
FOR REVIEW AND APPROVAL. IF APPROVED, SEWER STUB MAY BE LINE FOR REUSE. IF REJECTED, A NEW SEWER
STUB WILL BE REQUIRED PER STD. PLAN 406.1 AND THE EXISTING SHALL BE CUT AND CAPPED AT THE PROPERTY
LINE.
2. CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 SADDLE FOR CONSTRUCTION OVER EXISTING PIPE AND SOLID
LOCKING LID PER COR STD. PLAN 204.10.
3. INSTALL CLEAN OUT PER COR STD. PLAN 406.1 AT PROPERTY LINE.
❑ WATER:
1. NEW 1-INCH WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES (SEPARATE WATER PERMIT
REQUIRED).
2. CUT AND CAP EXISTING 3/4-INCH WATER SERVICE AT MAIN LINE BY CITY FORCES (SEPARATE WATER PERMIT
REQUIRED).
DRY UTILITY
CD
1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES.
2. INSTALL CONDUIT ALONG PROPERTY FRONTAGE FOR FUTURE UNDERGROUNDING OF OVERHEAD UTILITIES.
COORDINATE SIZE, TYPE AND QUANTITY OF CONDUIT WITH UTILITY PROVIDERS.
O TESC/PROTECTION:
1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30.
2. PROTECT UTILITY LINE AND APPURTENANCES.
REMOVAL:
1. REMOVE EXISTING SHRUBS WITHIN THE RIGHT-OF-WAY AS REQUIRED FOR PROPOSED IMPROVEMENTS.
I
ROAD CL
ZO EXISTING ASPHALT
PAVEMENT
10
10....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 105
50+30 50+40
50+50 50+60 50+70 50+80
50+90
51+00
51+10
51+20
EG @ CL 112.60
112.76 112.97 113.17 113.39
113.61
113.83
114.04
114.25
FG/EG @ SAW CUT
112.92
113.14
113.38
113.61
113.84
FIG @ FL
112.86
113.08
113.30
113.52
113.74
FIG @ R.O.W.
113.59
113.81
114.03
114.25
114.47
E p 8/14/2023
F WAS I
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
44221
�EciSTER�°
SSIONAL
NO.
REVISION
51+30
114.48
51+40 51+50 51+60
114.68 114.90 115.13
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
AE\DW\RR
CHECKED:
AE
BY DATE APPR APPROVED:
AE
51+70
115.36
51+80
115.60
SCALE:
VERTICAL: NAVD 1988
1 III
1 0' HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Know what's below.
Call before you dig.
%R]
CITY OF
RENTON
VASOF
Planning/Building/Public Works Dept.
13'
I
1.5' R.O.W. DEDICATION
I
25EXISTING R.O.W.
26.5'
0.5'
8' PLANTER 5'
2.0% 1 1.!
CEMENT CONCRETE -j
SIDEWALK PER STD PLAN 102
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER STD. PLANS 101 AND 101.1
PAVEMENT RESTORATION PER STD PLAN
103. ALL PAVEMENT RESTORATION PER
CITY OF RENTON STANDARDS, TYP.
SECTION A -A R1.00
SCALE: 1 "=5'
cory
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R-419803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
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2
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DATE.
STRAIGHT ARROW HOMES 910 N 31 ST ST SFR 8/14/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK: B Ur
PAGE: P C/'
DRAWING NO:
R1.00
N 31 ST ST PLAN AND PROFILE SHEET 3 GF 7
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