HomeMy WebLinkAboutR-419703O
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l 7: 105.49485.58 FL: 105.5975-7& 1
LP: 105.47 I
Iq 85.49
FL: 105.64
o FL:105.6319----------
j GRADING ENLARGEMENT
' SCALE 1 "=5'
SDMH SDSD � 1 �P P P P P P P-/� P
RIM=101.13' SD SD SD SD SD SD SD SD SD SD SD SD
IE(N) 18"CPEP=93.58' 1 SD
IE(S) 18"CPEP=94.03' o CB (TYPE 1) °�^� h� �i 06.75
o RIM=101.24' y. o / NEW 4 x8
IE(E) 12 DI=97.43 0
SSMH E 12"CPEP(E.)=98.91' / CONNECTION
RIM=101.82' IE 12"CONC(S.)=98.99' ��ps 6" IE -96.0
IE 8"CONC(E./W.) IE 12"DI(W.)=98.74' / 8" IE -95.5
o SS=91.66'(C.C.) W W W
�� -- SS�s`� / �1 / ��w
�SS�
Wv ss - S ,,
2+65. o - SS S°� S oW SS 9s SS �.,,QQh9 106s +
SS
FOUND MON IN CASE N I I SS
BRASS DISK, DOWN 0.8' o I �S - _SS
APPROX. LOCI OF �(����`
N 32ND ST 10+00.00 SEWER, PER PAINT 105.28 196..22 FL 0+85.71 5
I105.02 ME S TYP o 10+74.68 /19.50'RT O
BURNETT AVE N 2+65.99 \ 10 10+70.59 ( )I Uri �� 13.00 R I /
� o 'oR 10.00 R
1
10 69.33
/ 11.21 R
SD SD SD o SD /SD + + + + + + + +
o CB (TYPE 1) o� 10+74.69 +++ + +++++++ +++++ ++++++++++ ++
v RIM=101.71' / 1�2 41' + + /+ +V
+++ ++++++ ++
E 12"CONC(N.)=99.36' - - APPROX. <OC OF �+ +
STORM/STUB, PER ++ +
o IE +4 +
Z CITY OF' RENTON GIS + ++/ +++++++++ +
IE 12"DI(S.)=99.66' 14 LF 12"0 DI @ 4.54% + + + + +
�o
V) CB -TYPE 1 %r.a �. 0
w U j 1 RIM 104.4716r5 2 Q
(� IE-OUT 103.32 182.612" (W) �8�
LLJ IE-IN 103.85 163.1 6" (S) 107.12
U IE 103.47 12" (E)
U gp_ _ ___Sp_-_gp___SD C
BEGIN S/W 105� ---
-10+f4.59; 21.50 R
J 12 LF 6" 0 CPEP @ 0.5% (MIN)
15 BLDG.I -107.6
x SETBACK ;
LUz _ _ _- - - --- - -
Z -
0 CB - 24" NYLOPLAST
RIM •-107.5 W/ GRATE FOR OVERFLOW BAC
ofU) IE-IN 106.0 (6" S) I - - - �- PRE
LL.I IE-OUT 105.8 (6" N) W/ TEE PER DETAIL
IE-OUT 106.8 (6" W, OVERFLOW) I o
MIN. 12" SUMP BELOW BOT. OF TEE
M i
W TO ADDRESS BUOYANCY DRILL SIXTEEN
5/8" HOLES IN BOTTOM AND PROVIDE I ALL ONSITE IMPROVEIV
MIN. 12" WASHED ROCK BELOW STRUCTURE UNDER SEPARATE I
o Q
J �
0
LIMITS OF �� xo
2+00- DISTURBANCE CN a /NEW SFR
Cf) 108.4^
LEVEL 1 hFFE A
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
N 32ND ST
Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5
LIMITS OF DISTURBANCE
PP P P
09,
SD•i - ` r' - C SD SD
1oe.a7. •108. 9 APPROX. LOCATION OF
GAS LINE, PER PAINT
o/ MARKS (TYP)
o
-
>IS _ SS �� / x109.26 SS xo9 x�°
-
SS
108.33 108.48 SS -�- SS -
108.29198.46FL INTERMEDIATE CB /
/ 11+21.51 7 / NOT FOUND AT
13.00 R TIME OF SURVEY
108.552 ME N POSSIBLY COVERED
�11+25.64 ti 6
10.00 R Ah
_ -o /
S�An4 GA n n f,AC i
X,
�W,4L1= 112-
0.4' E,` -
• ° -P
a 25 LF LIMITED INFILTRATION TRENCH
�ry6 WA 6" PERF. PIPE IE = 105.7
6" SD BOP -105.6
4" SS TOP -103.6
--12LF 4" 0 SDR35 PVC @ 2.00% MIN
4" SSCO
RIM -109.3
IE -105.9
a:.
�� dt
- EXISTING SITE WALL TO REMAIN
4.
• �. BALL ' " � ` •
oQ•:
y d�
• e .° •'. A
0 a.. A
10 5 0 10 20
SCALE IN FEET
PAVING LEGEND
UNLESS OTHERWISE NOTED:
:! 4" HOT MIX ASPHALT OVER
6" CRUSHED ROCK BASE
>� • ' e . , CEMENT CONCRETE SIDEWALK
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
2" OF HOT MIX ASPHALT OVER
4" CRUSHED ROCK BASE
+++++++
++++++++++++++ NATURAL GRASS TURF
+++++++
SHEET NOTES
SDIM SD (NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET)
CB (TYPE 1) O SITE:
o RIM=111.83' 1. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND 220.20.
E 6"DI(S.)=109.70'
IE 12"CONC(E.)=109.66' 2. PROVIDE TEMPORARY HMA RAMP FOR ACCESS.
IE 12"CONC(W.)= '09.61'
3. RELOCATE EXISTING MAIL BOX(ES) AND PROVIDE ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION
h o WITH RENTON POSTMASTER.
N 32ND ST
--1 4. RELOCATE EXISTING SIGN WITH NEW POLE PER STD. PLAN 129.
RESIDENTIAL ACCESS)
SS SS�SS�SS�Sc 5. CARPINUS CAROLINIANA (American hornbeam) 2" CALIPER
6. EXISTING ASPHALT FLOW LINE
7. TRANSITION FLOW LINE FROM EXISTING ASPHALT TO PROPOSED CURB AND GUTTER.
8. THE CITY WILL NOTIFY ADJACENT PROPERTY OWNERS VIA MAIL OF THE CIVIL CONSTRUCTION PERMIT APPROVAL.
CONTRACTOR SHALL REMOVE AND RE -INSTALL FENCE ALONG THE SOUTH AND EAST EXTENTS OF THE ALLEY.
CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCE OF ALLEY IMPROVEMENTS, INCLUDING MAINTAINING
SECURITY OF NEIGHBORING PROPERTIES, DIRECTLY WITH PROPERTY OWNERS. NO WORK SHALL BE ALLOWED ON LOT 4E
50, 1 OR 3 WITHOUT A TEMPORARY CONSTRUCTION EASEMENT.
/ 9. 1-FT WIDE BLOCK WALL IN RIGHT-OF-WAY WITH 42-INCH CHAIN LINK FENCE AT PROPERTY LINE. CONNECT TO EXISTING
CHAIN LINK FENCE AT BOTH ENDS.
-113- -
10. TIE INTO EXISTING RETAINING WALL.
11. CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2.
O
SEWER AND STORM:
%
1. PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1
2. CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20.
3. CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND SOLID LOCKING LID PER COR STD. PLAN 204.50.
4. CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20.
5. CLEANOUT PER COR STD. PLAN 226.00.
❑
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 MAINLINE BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED).
O
DRY UTILITY
1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES.
TESC/PROTECTION:
1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30.
2. PROTECT UTILITY LINE AND APPURTENANCES.
3. COORDINATE WITH PROPERTY OWNER TO RELOCATE EXISTING SHED.
REMOVAL:
1. REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS.
2. REMOVE FENCE AS REQUIRED FOR PROPOSED IMPROVEMENTS.
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I
I I I
I I
I
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I I I I I I
fi 100
10+30 10+40
10+50 10+60 10+70
10+80
10+90
11+00
11+10
11+20 11+30 11+40 11+50
11+60 11+70 11+75
EG @ CL 103.10
103.64 104.28 104.95
105.69
106.41
107.10
107.75
108.37 109.13 109.64 110.31
111.02 111.73
FG/EG @ SAW CUT 102.94
103.56 104.27 104.98
105.69
106.37
107.05
107.71
108.42 109.11 109.81 110.56
111.17 111.80112.30
FIG @ FL
105.13
105.58
106.27
106.96
107.65
108.34
FIG @ R.O.W.
106.32
107.01
107.70
108.39
109.08
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
ro WA
�_
44221
AEG/STERN°
sSIONAL
8/14/2023
NO.
REVISION
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
AE\DW\RR
CHECKED:
AE
BY DATE APPR APPROVED:
AE
SCALE:
VERTICAL: NAVD 1988
1 "' 1 0' HORIZONTAL NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
ROAD CL
13'
EXISTING ASPHALT
PAVEMENT
1.5' R.O.W. DEDICATION
25' EXISTING R.O.W.
26.5'
0.5'
8' PLANTER 5'
2.0% 1.5D/
k
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 0
SCALE: 1 "=5' N
R-419703 CIO
z
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLU
Know what's below.
Call before you dig.
CITY OF
V'R] RENTON
Planning/Building/Public Works Dept.
75
0
O
of
DATE.
STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK: B Ur
PAGE: P /
DRAWING NO:
R1.00
32ND ST PLAN AND PROFILE SHEET:3 OF 9 (n
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