HomeMy WebLinkAboutR-4197041
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CB#1, TYPE 2 - SOLID-\
OVERBUILD
STA 29+92.8, 5.0'L
RIM 107.18' 19�.24'
IE 99.78' 12" PVC (E)
E 98.68'99.g8' 18" EX (N)
IE 99.10' 18" EX (S)
BP: 29+85.00 N
2
ALLEY 30+00.00
BURNETT AVE N 1+33.00
OCB#1, TYPE 2 OVERBUILD
(PUBLIC)
STA 29+92.8, 5.01
RIM 107.24'
IE 99.78' 12" PVC (E)
IE 99.10' 18" EX (N)
IE 99.10' 18" EX (S)
I
APPROX. LOCATION
F SEWER PER PAINT
MARKS (TYP)
APPROX. LOCATION
F WATER PER PAINT
MARKS (TYP)
- - - _1/ -
LLJ -a c.i i Y VV/1LL (L a • ' r' O ✓
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Q 1� x1
i Z WALL` . ; `•... r. • '
, .
I \ FENCE! EP11D,': 9.5 •
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Ad, 1Z98
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5.0'
_
106.90 FL / �\ i /-
30+13.22 �° / �\ UP ; • Cs ' "` f ; ,': 9
14.01L
106.96 ME 0� a,oi6
1 30+10.22 ENO S/W 107.82 o I 1 / / '/W: 113.15 / \ ati ;: >
+ 14.05 L / I II i I / 2 / w
30+P1.66, 6.20 L �- I i B/W: 1 e, • . • .:• ..o �� .'�; -- .,� I I
1pg.95• iD>.s 11 I (2) 1" DEC 20' BLDG SETBACJK o ''- •a ."=a :-'.�. • ��: y - .�-� N j
W END /W 107.85 I / 12 30" D j - ? . a.
W -FOUND4R•fCA
PAVING LEGEND
UNLESS OTHERWISE NOTED:
4" HOT MIX ASPHALT OVER
Ao!i
' 6" CRUSHED ROCK BASE
ep • ' a CEMENT CONCRETE SIDEWALK
10 5 0 10 20 CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
SCALE IN FEET 2" OF HOT MIX ASPHALT OVER
4" CRUSHED ROCK BASE
+ + + + + + +
'+++'+++'+++'+ NATURAL GRASS TURF
+ + + + + + +
SHEET NOTES
(NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET)
O SITE:
1. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND 220.20.
2. PROVIDE TEMPORARY HMA RAMP FOR ACCESS.
3. RELOCATE EXISTING MAIL BOX(ES) AND PROVIDE ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION
WITH RENTON POSTMASTER.
o >• 25' 30+26A1\1, 6.10 L ,° / 1 I s, ' 6" CLEANOUT 4. RELOCATE EXISTING SIGN WITH NEW POLE PER STD. PLAN 129.
iry 1 SET I a,.} - a! ; °. LS.#22953a7• (DIStTtJR� •,
ow TN* 109� 9 �,; REBAR/CAP / . ; ' :' 0.4e'W •cam PROP: � STA 31+25.1, 0.0'
.. _'.:•_'..• .. I •, ", d;'•- ; : ; . 11 . 5. CARPINUS CAROLINIANA (American hornbeam) 2" CALIPER
:':r'`r:::':<;. .' i.' •'.' •'.' •'. B/W: 1b$;51� /,• \ 1 S# 56654 �/ a I SURF ELEV. 112.53frF
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WER ;IR
: IN
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(TY
CONC
WALL
7MARKS
I
ME.78
o x°
13.94 R
108.24 FL
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30+12.78
13.99 R
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1 T/W:109.23
BIW: 108.64
1+00
�090
<''\ �O9
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9
CB#2, TYPE 2 - VAN D GRATE
STA 30+31.5, 0.0'
RIM 108.3518836'
IE 102.20' 101.3r2' 12" PVC (W)
IE 104.15 104.27'12" PVC (E)
BEGIN S/W 108.53
30+26.42, 4.85 R
BEGIN S/W 108.50
30+21.51, 5.73 R
0. 3' W
M
/ T`, ?`•9 1:a,' IE 108.62' 12" PVC (W) 6. EXISTING ASPHALT FLOW LINE
L-► Q
I�
i
"113.8
a
-/� 3
I ! �,'9--rv---Fo---Fu---FD---Fo-
I I,
I
2
ALLEY
Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5
29+85 29+90 30+00 30+10
30+20
30+30
30+40
30+50
EG @ CL 107.74 107.63
108.81
110.03
110.85
111.35
FG @ CL 107.63
108.10
108.33
109.09
110.09
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
ro WA
�_
44221
�E0/STF_
SSIONAL
30+60
111.95
110.90
8/14/2023
112.72:�/
NEW'
2
,4.4- 1 '
SET
.k REBAR/CAP
+� LS# 56654
I � �
x`h^
1� 5 NCE
0.6' W
I'
ATE
14 FENCE 1
0.6' W
11
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.
10.
TIE INTO EXISTING RETAINING WALL.
11.
CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2.
OSEWER
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.
3.
REMOVE EXISTING STRUCTURE
30+70
30+80
30+90
31+00
31+10
31+20
31+30
31+40
112.39
112.65
112.72
112.73
112.93
113.13
113.46
114.11
111.52
111.95
112.18
112.32
112.46
112.60
SURVEYED:
SCALE:
TERRANE
1 111 _ 1
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DESIGNED:
AE
0'
DRAWN:
AE\DW\RR
ONE INCH
DATUM
CHECKED:
AE
AT FULL SCALE
IF NOT ONE INCH
NO.
REVISION
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED: AE
ALLEY CL I I ALLEY CL
12' EXISTING R.O.W. 12' EXISTING R.O.W.
6' 6'
6' 5'
2% 2% �/ 2% 2%
L 4" HMA OVER 6
CRUSHED ROCK BASE
TIE INTO EXISTING GRADE
@ 2:1 SLOPE, TYP
SECTION A -A R1.01
SCALE: 1 "=5'
Know what's below.
Call before you dig.
[vA
qq CITY OF
RENTON
Planning/Building/Public Works Dept.
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L 4" HMA OVER 6"
CRUSHED ROCK BASE
42" TALL CHAIN LINK FENCE
TIE INTO EXISTING GRADE
of
L _
(n
SECTION 13-13 R1.01
SCALE: 1 "=5'
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU
75
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0
of
DATE.
STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK: B Ur
PAGE: P /
DRAWING NO:
R1.01 0�
ALLEY PLAN AND PROFILE SHEET:4 OF: 9 j