HomeMy WebLinkAboutF_905 N 32nd and Alley Offsite_Drawings_Civil_20220512_Permit Revision #1_20220512_v1ALLEY CL
6'6'
2%2%
TIE INTO EXISTING GRADE
@ 2:1 SLOPE, TYP
4" HMA OVER 6"
CRUSHED ROCK BASE
12' EXISTING R.O.W.
UP
3
2
1
112.98112.98
114.48114.48
20' BLDG SETBACK
2.9%1.
3%20' BLDG SETBACK
8.5%6.5%
112.95
113.28 112.38 112.7229+
8530+0031+006" CLEANOUT
STA 31+25.1, 0.0'
SURF. ELEV. 112.67'IE 108.
62' 12" PVC (W)CB#2,
TYPE 2 - VANED
GRATE STA 30+31.5, 0.
0'RIM 108.36'IE 101.
32' 12" PVC (W)IE
104.
27' 12" PVC (E)CB#1, TYPE
2 - SOLID OVERBUILD
STA 29+92.8, 5.0'
L RIM 107.24'IE 99.
78' 12" PVC (E)IE 99.
10' 18" EX (
N)IE 99.
10' 18" EX (
S)106.96
ME 30+10.
22 14.05
L 108.
30 ME 30+09.
78 13.94 R 1+00
ALLEY 30+00.
00 BURNETT AVE
N 1+33.
00 108.24
FL 30+12.
78 13.99
R 106.90 FL 30+
13.22 14.01 L BEGIN
S/W 108.51 30+
21.41, 6.00 R BEGIN
S/W 108.59 30+
26.41, 6.00 R END
S/W 107.91 30+
21.60, 6.00 L END
S/W
107.98 30+
26.60, 6.00 L
PAVING LEGEND UNLESS OTHERWISE
NOTED:4" HOT
MIX ASPHALT
OVER 6" CRUSHED ROCK
BASE CEMENT CONCRETE SIDEWALK CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
2" OF HOT MIX ASPHALT OVER 4" CRUSHED
ROCK BASE ARCTOSTAPHYLOS UVA-URSI (BEARBEARY) KINNIKINNICK; 331 SF x
0.088 = 29
PLANTS (
4" POTS) PLACED IN TRIANGULAR PATTERN PROFILE VIEW:
ALLEY
ALLEY
Horizontal
Scale:
1" =
10
Vertical
Scale:
1" = 5 90 100 110 120 90 100 110 120 29+85 29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60 30+70 30+80 30+90
31+
00
31+10
31+20
31+30
31+40 EG FG 1.40%11.00%
19.54%0.67%
7.50%
1.50%
1.29%
107.74
107.63
107.63
108.81
108.10
110.03
108.33
110.85
109.09
111.35
110.09
111.95
110.90
112.39
111.52
112.65
111.95
112.72
112.18
112.73
112.32 112.93
112.46 113.13 112.
60 113.46 114.
11 PVI STA:
30+64.90
PVI ELEV: 111.83 K:
5.19 LVC: 49.
83 HP STAT: 30+89.
82 HP ELEV: 112.
18 BVCS: 30+
39.98BVCE: 109.
09EVCS: 30+89.82EVCE: 112.
18PVI STA: 30+33.
50 PVI ELEV: 108.38 K:
0.68 LVC:
6.62 LP STAT: 30+30.
19 LP ELEV:
108.33 BVCS: 30+30.19BVCE:
108.33EVCS: 30+
36.81EVCE: 108.74GRADE BREAK STA = 30+09.96 ELEV = 107.
634 GRADE BREAK STA = 31+25.
09
ELEV = 112.672 GRADE BREAK STA =
31+28.86
ELEV = 113.409 39 LF 12.
0 inch PVC Pipe @ 3.
95% (PUBLIC)CB#2, TYPE 2 - VANED GRATE PUBLIC)STA 30+
31.5, 0.0'
RIM
108.
36'IE
101.32' 12"
PVC (W)IE
104.27' 12"
PVC (E)94
LF 12.0 inch
PVC Pipe @ 4.
65% (PUBLIC)
EX. 12" DI WMPOLYETHYLENEWRAPPED)12" CLR EG
@
CL FG @ CL FG @ CL
EG @ CL
BURNETT AVE N CL PROVIDE MIN.
3-FT COVER, TYP 25' EXISTING
R.O.WCB#1, TYPE 2
OVERBUILD PUBLIC)
STA
29+92.8, 5.0'L
RIM 107.24'
IE 99.78' 12" PVC (E)
IE
99.10' 18" EX (N)IE 99.10' 18" EX (S)CO#1 PUBLIC)STA 31+25.
00, 0.0'RIM 112.74'IE
109.63' 12" PVC (E)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.4.RELOCATE EXISTING SIGN WITH
NEW POLE PER STD. PLAN 129.5.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 48,50,
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.10.
TIE INTO EXISTING RETAINING WALL.11.CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2.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:3.NEW 1-INCH WATER SERVICE AND METER
TO BE
INSTALLED BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED).4.CUT AND CAP EXISTING 3/4-
INCH WATER
SERVICE AT MAIN LINE BY CITY FORCES. (SEPARATE WATER PERMIT
REQUIRED).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
PROPOSEDIMPROVEMENTS.
2.REMOVE FENCE AS
REQUIRED FOR PROPOSED IMPROVEMENTS.
3.REMOVE EXISTING
STRUCTURE SHEET NOTES NOTE: NOT
ALL SHEET NOTES ARE USED
ON EACH SHEET)
ALLEY CL 6'5'2%
2%
TIE
INTO EXISTING
GRADE
4" HMA
OVER
6"
CRUSHED
ROCK
BASE12' EXISTING R.O.W.
42"
TALL CHAIN LINK
FENCE SCALE IN FEET
10 5
0 10 20
DATE:FIELDBOOK:DRAWING NO:
PAGE:SHEET:
OF:SCALE:DESIGNED:DRAWN:CHECKED:
APPROVED:NO.
REVISION
BY DATE APPR SURVEYED:VERTICAL: NAVD 1988
IF NOTONE
INCH ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY Planning/
Building/Public Works
Dept.CITY
OF
RENTON
IN COMPLIANCE
WITH
CITY
OF RENTON STANDARDS
Know
what'
sbelow.
Callbefore
you
dig.THIRD DAY
DESIGN 5918 WALLER RD
E TACOMA,
WA 98443 253) 256-1812 CIVILENGINEERING44221
PR21000394LUAXXXXXXXXC21004930TED-
40-4197ALLEY
R-
419704
STRAIGHT
ARROW
HOMES
N
32ND
ST
SFR4PLOTTED:
1/
26/
2022 \\
EgnyteDrive\
ethoscivil\
Shared\
Projects\
2021\21012 mead n
32nd st-31st st
renton sfrs\06-CAD\
TDD\P21012R0100.dwgAE AE
AE\DW\RR AE
TERRANE 9
P B 03/17/
2022 ALLEY PLANAND
PROFILE
OFFSITE IMPROVEMENTS STRAIGHT
ARROW HOMES N
32ND ST SFR1'"=10'
4 R1.01BURNETT AVE
N(RESIDENTIAL ACCESS)
1 4
2 2 2 31
2 1 2
2 1 2 3
27' 12" PVC (E)CB#1,
2 - SOLID OVERBUILD
STA 29+92.8, 5.0
L RIM 107.24'IE 99
78' 12" PVC (E)IE 99
PO WRAPPED)12" ethoscivil\
1
1
1 Burnett Ave N Storm Structure AE 05/12/22
DEVELOPMENT ENGINEERING
njanders 05/13/2022
compliance for revision 1 shown in red