HomeMy WebLinkAboutF_905 N 32nd and Alley Offsite_Drawings_Civil_20220330_v3UP
UP
7
6
5
4
3
2
1
3
2
1
NEW SFR
LEVEL 1 FFE 113.0'
20' BLDG SETBACK
15' BLDG.
SETBACK
SCALE IN FEET
10 5 0 10 20BURNETT AVE NDATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197OWNER/DEVELOPER
BRANDON SHIMIZU
STRAIGHT ARROW HOMES LLC
12015 NE 8TH ST, STE 5
BELLEVUE, WA 98005-3141
(425) 433-5458
CIVIL ENGINEER
ANDY EPSTEIN
THIRD DAY DESIGN, LLC
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
andy@thirddaydesign.com
GEOTECHNICAL ENGINEER
JOSEPH WU, P.E.
PIONEER ENGINEERS, INC.
P.O. BOX 33628
SEATTLE, WA 98133
(206) 427-9118
josephwu.pei@gmail.com
SURVEYOR
JACOB GOODMAN-MILLER
TERRANE
10801 MAIN STREET, SUITE 102
BELLEVUE, WA 98004
(425) 458-4488
jacob@terrane.net
ARCHITECT
JULIAN WEBER, AIA
1257 S KING ST
SEATTLE, WA 98144
(206) 953-1305 ext. 100
jw@jwaseattle.com
PROJECT TEAM:
WATER/SEWER:CITY OF RENTON (425) 430-7339
FIRE DISTRICT:RENTON REGIONAL FIRE AUTHORITY (425) 430-7000
CABLE TV:COMCAST (800) 934-6489
GAS/ELECTRIC:PUGET SOUND ENERGY (888) 321-7779
UTILITY DISTRICT INFORMATION:
N 32ND ST
ALLEY
VICINITY MAP
SITE DATA:
PROJECT SITE ADDRESS: 907 N 32ND ST
TAX PARCEL NO:3342101511
SETBACKS:20' FRONT YARD
5' SIDE YARD
20' REAR YARD
ZONING:R-8
CRITICAL AREA:WELLHEAD PROTECTION AREA - ZONE 2
SCHOOL DISTRICT: RENTON #403 (425) 204-2300
STRAIGHT ARROW HOMES N 32ND ST SFR
S32 - T24 - R5
N 01°48'13"E BETWEEN CITY OF RENTON CONTROL POINTS #1836 AND
#1886.
BASIS OF BEARING
NAVD88 PER CITY OF RENTON BENCHMARK #1836
CONC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST
ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET)
PROJECT SITE
SHEET INDEX
SHEET NO.SHEET TITLE
R0.00 COVER SHEET
R0.01 TOPOGRAPHIC BOUNDARY SURVEY
R1.00 32ND ST PLAN AND PROFILE
R1.01 ALLEY PLAN AND PROFILE
R2.00 STANDARD NOTES
R2.01 STANDARD NOTE AND DETAILS
R2.02 STANDARD DETAILS
R2.03 STANDARD DETAILS
R2.04 STANDARD DETAILS
VERTICAL DATUM
(PER STATUTORY WARRANTY DEED RECORDING # 20210407002072)
LOT 2, BLOCK 15, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEATTLE NO. 1, ACCORDING THE PLAT THEREOF RECORDED
IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON
LEGAL DESCRIPTION:
WHERE SHOWN ON SURVEY
BENCHMARK:
BY TERRANE DATED 08/06/21
TOPOGRAPHICAL SURVEY
R-4197011
PLOTTED: 1/31/2022 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0000.dwgAE
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COVER SHEET
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFR1"=10'
1
R0.00
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
SURFACE WATER UTILITY
JFarah 04/18/2022
aweihs 04/27/2022
CURRENT PLANNING
25'ROW
12'ALLEY
N 32ND STBURNETT AVE N
25'ROW12'ALLEY
MATCH LINE - SEE SHEET 2MATCH LINE - SEE SHEET 1BURNETT AVE N
N 32ND STPARK AVE NN 31ST STBURNETT AVE N
1512'ALLEY
25'ROW25'ROW
25'ROW 25'ROWN.T.S.CONTROL MAPSTEEP SLOPE/BUFFER DISCLAIMER:TOPOGRAPHIC & BOUNDARY SURVEYDATE:DRAFTED BY:CHECKED BY:SCALE:REVISION HISTORYSHEET NUMBEROFTOPOGRAPHIC & BOUNDARY SURVEYBASIS OF BEARINGSLEGAL DESCRIPTIONVERTICAL DATUMSURVEYOR'S NOTESLEGENDVICINITY MAPN.T.S.JOB NUMBER:REFERENCESPARCEL NO.(S) 3342101511 & 3342101750
STRAIGHT ARROW HOMES, LLC
905 N 32ND ST & 910 N 31ST ST
RENTON, WA 9805607/27/21TGCJGM / CSP1" = 10'08/06/21ADDT'L TOPO & ADDPROJECT #21109412/06/21PER COMENTS12210956NW4SW4SE4NE4INDEXING INFORMATION1/41/4SECTION:TOWNSHIP:RANGE:COUNTY:SWSW3224N05E, W.M.KINGSITE01/10/22UPDATE DRAWINGR-41970203/18/2022
UP
7
6
5
4
3
2
1
NEW SFR
LEVEL 1 FFE 113.0'
107.12
NEW 4"x8"
CONNECTION
6" IE ~96.0
8" IE ~95.5
4" SSCO
RIM ~109.3
IE ~105.9
BACKFLOW
PREVENTION DEVICE
6" SSCO
IE ~103.2
~107.6
CB - 24" NYLOPLAST
RIM ~107.5 W/ GRATE FOR OVERFLOW
IE-IN 106.0 (6" S)
IE-OUT 105.8 (6" N) W/ TEE PER DETAIL
IE-OUT 106.8 (6" W, OVERFLOW)
MIN. 12" SUMP BELOW BOT. OF TEE
TO ADDRESS BUOYANCY DRILL SIXTEEN
5/8" HOLES IN BOTTOM AND PROVIDE
MIN. 12" WASHED ROCK BELOW
STRUCTURE
~12LF 4" Ø SDR35 PVC @ 2.00% MIN
25 LF LIMITED INFILTRATION TRENCH
6" PERF. PIPE IE = 105.7
6" SD BOP ~105.6
4" SS TOP ~103.6
EXISTING SITE WALL TO REMAIN
CB - TYPE 1
RIM 105.5
IE-OUT 102.6 12" (W)
IE-IN 103.1 6" (S)
LIMITS OF
DISTURBANCE
LIMITS OF DISTURBANCE
12 LF 6"Ø CPEP @ 0.5% (MIN)
14 LF 12"Ø DI @ 4.54%
15' BLDG.
SETBACK10+0011+0012+00105.11 ME
10+70.59
12.00 R 108.90 ME
11+25.64
12.00 R
108.82 ME
11+25.64
10.00 R
105.02 ME
10+70.59
10.00 R
108.45 FL
11+21.51
13.00 R
105.21 FL
10+74.59
13.00 R
BEGIN S/W 105.87
10+74.59; 21.50 R
END S/W 109.32
11+24.59; 21.50 R
105.48
108.48
2+00
2+65.99
N 32ND ST 10+00.00
BURNETT AVE N 2+65.99
6.90%6.90%6.90%
6.90%6.90%6.98%6
.
8
4%6.85%10+85.71
19.50'RT
11+11.78
19.50'RT
4.44%CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER STD. PLANS 101 AND 101.1
CEMENT CONCRETE
SIDEWALK PER STD PLAN 102
13'
0.5'
8' PLANTER 5'
26.5'
25' EXISTING R.O.W.ROAD CL
1.5' R.O.W. DEDICATION
PAVEMENT RESTORATION PER STD PLAN
103. ALL PAVEMENT RESTORATION PER
CITY OF RENTON STANDARDS, TYP.
EXISTING ASPHALT
PAVEMENT
1.5%2.0%
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
REMOVE EXISTING STRUCTURE PROFILE VIEW: N 32ND ST
N 32ND ST
Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5
100
110
120
100
110
120
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
FG
EG
FG
103.10
102.94
103.64
103.56
104.28
104.27
104.95
104.98
105.69
105.69
106.41
106.37
107.10
107.05
107.75
107.71
108.37
108.42
109.13
109.11
109.64
109.81
110.31
110.56
111.02
111.17
111.73
111.80112.30
105.13 105.58
106.32
106.27
107.01
106.96
107.70
107.65
108.39
108.34
109.08
EG @ CL
FG/EG @ SAW CUT
FG @ FL
FG @ R.O.W.
FG @ FL
EG @ CL
FG @ ROW
EG @ ROW
14 LF 12 INCH DI
PIPE @ 4.54%
EX 12 INCH CONC PIP
E
@
4
.
5
4
%
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 PROPOSED IMPROVEMENTS.
2.REMOVE FENCE AS REQUIRED FOR PROPOSED IMPROVEMENTS.
SHEET NOTES
(NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET)
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 NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197N 32ND ST
(RESIDENTIAL ACCESS)
R-419703
STRAIGHT ARROW HOMES N 32ND ST SFR3PLOTTED: 1/26/2022 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0100.dwgAE
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AE\DW\RR
AE
TERRANE
9
P
B
03/17/2022
32ND ST PLAN AND PROFILE
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFR1'"=10'
3
R1.00BURNETT AVE N(RESIDENTIAL ACCESS)ALL ONSITE IMPROVEMENTS ARE
UNDER SEPARATE PERMIT
1
1
2
3
4
5
5
1
1
2
1
1
1
1
1 2
2
6
7
FL: 105.74
TC: 106.14
FL: 105.64
TC: 106.14
FL: 105.64
TC: 106.14
FL: 105.53
TC: 106.03
LP: 105.49
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
aweihs 04/27/2022
CURRENT PLANNING
ALLEY 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 WM
(POLYETHYLENE
WRAPPED)
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 PROPOSED IMPROVEMENTS.
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 BASE
12' 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 NOT ONE 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
CIVIL ENGINEERING
44221 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 PLAN AND 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
3
4
89
T/W: 109.23
B/W: 108.64
T/W: 109.89
B/W: 108.51
T/W: 113.15
B/W:
T/W: 113.30
B/W: 111.9210
11
03/18/2022
3/18/2022
install a type 3
barricade at the end
of the alley.
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
SURFACE WATER UTILITY
JFarah 04/18/2022
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419705
STRAIGHT ARROW HOMES N 32ND ST SFR5PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE
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TERRANE
9
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B
03/17/2022
STANDARD NOTES
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFRNTS
5
R2.00
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419706
STRAIGHT ARROW HOMES N 32ND ST SFR6PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE
AE
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TERRANE
9
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03/17/2022
STANDARD NOTE AND DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFRNTS
6
R2.01
GENERAL NOTES:
1.CONTRACTOR SHALL REVIEW EXISTING SITE CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ENGINEER PRIOR TO CONSTRUCTION.
2.ANY DISCREPANCY IN THESE DRAWINGS, SPECIFICATIONS, AND/OR THE SITE CONDITIONS SHALL BE REPORTED TO THE
ENGINEER, WHO SHALL ADDRESS SUCH DISCREPANCY IN WRITING AFTER REVIEWING ANY CHANGES. ANY WORK
DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S
RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK.
3.THE LOCATION OF EXISTING UTILITIES SHOWN MAY DIFFER FROM ACTUAL LOCATION. CONTRACTOR SHOULD NOT
ASSUME UTILITIES SHOWN WILL BE THE ONLY UTILITIES/OBSTACLES THAT MAY BE PRESENT ON THE SITE. VERIFY
EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO UTILITY
PURVEYORS REGARDING DEMOLITION AND REMOVAL OF SERVICE LINES AND CAP LINES BEFORE PROCEEDING WITH
FURTHER WORK.
4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DEVELOPING, EXECUTING AND ENFORCING A SAFETY PLAN TO
PROTECT WORKERS AND THE PUBLIC FROM INJURY OR HARM. THE PLAN SHALL CONFORM TO ALL LOCAL, STATE AND
FEDERAL REGULATIONS AND INCLUDE THE FOLLOWING:
4.1.CONTRACTOR SHALL CONSULT WITH THEIR OWN GEOTECHNICAL ENGINEERING EXPERT FOR DETERMINING SOIL
CLASSIFICATION RELATIVE TO SAFE SLOPING OF SOILS.
4.2.CONTRACTOR SHALL DETERMINE SAFE EXCAVATION AND DEWATERING METHODS, MONITOR EXCAVATIONS AND
EARTHWORK OPERATIONS FOR SAFETY CONCERNS AND PROVIDE SHORING AND OTHER PROTECTION AS
REQUIRED TO PROTECT WORKERS.
4.3.IT IS NOT THE INTENT OF THE CONSTRUCTION DOCUMENTS TO DICTATE ANY UNSAFE CONSTRUCTION MEANS OR
METHODS; CONTRACTOR SHALL DETERMINE MEANS AND METHODS OF CONSTRUCTION CONFORMING TO THEIR
SAFETY PLAN AS REQUIRED TO CONSTRUCT WORK SHOWN ON THE CONTRACT DOCUMENTS.
5.PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, AND/OR OTHER APPROPRIATE BEST
MANAGEMENT PRACTICES; COORDINATE MEASURES WITH OWNER AND CITY OF RENTON.
TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:
1.EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF GROUND
DISTURBING ACTIVITY.
2.ESC MEASURES ARE NOT LIMITED TO THE ITEMS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC MEASURES. SILTATION OF EXISTING OR PROPOSED DRAINAGE
FACILITIES SHALL NOT BE ALLOWED.
3.THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL ESC MEASURES AS REQUIRED. THE CONTRACTOR
SHALL PROVIDE ADDITIONAL ESC MEASURES AS DETERMINED NECESSARY BY THE PROJECT ENGINEER, OWNER OR
INSPECTOR. FAILURE TO COMPLY WITH ALL LOCAL AND STATE ESC REQUIREMENTS MAY RESULT IN CIVIL PENALTIES
BEING LEVIED AGAINST THE CONTRACTOR.
4.DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN
48 HOURS AFTER STOP OF WORK. DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH), ALL SOILS THAT
WILL BE UNCOVERED OR UNWORKED FOR 7 DAYS SHALL BE COVERED OR STABILIZED. STABILIZATION MEASURES
SHALL INCLUDE BUT ARE NOT LIMITED TO: COVERING THE AFFECTED AREA (INCLUDING SPOIL PILES) WITH PLASTIC
SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS
SHALL TAKE PLACE AS WEATHER PERMITS.
5.TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS,
DRAINAGE SYSTEMS, OR OFFSITE PROPERTIES.
6.CATCH BASINS/INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO
THAT SEDIMENT-LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM.
7.PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE
DEVELOPED CONDITION) AND STABILIZE.
DEMOLITION NOTES:
1.THE DEMOLITION SHOWN ON THE CONSTRUCTION PLAN IS NOT INTENDED TO BE AN EXHAUSTIVE LIST OF ITEMS TO
BE DEMOLISHED. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S
BENEFIT. DEMOLISH, REMOVE AND LEGALLY DISPOSE OF ALL EXISTING IMPROVEMENTS NECESSARY TO
ACCOMMODATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. OBTAIN ALL PERMITS REQUIRED FOR
DEMOLITION AND DISPOSAL.
2.ALL CONSTRUCTION MATERIALS SHALL BE NEW EXCEPT FOR THOSE IDENTIFIED TO BE RELOCATED ON THE PLANS.
RESTORE ANY ITEMS DAMAGED DURING CONSTRUCTION TO THE PRECONSTRUCTION CONDITION.
3.LIMITS OF DISTURBANCE ARE SHOWN PAST THE PROPERTY LINE FOR CLARITY. LAND DISTURBING ACTIVITY SHOULD
NOT EXTEND ONTO ADJACENT PROPERTIES UNLESS OTHERWISE NOTED.
4.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY
ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING LOTS, DRIVES,
DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN
BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO
GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER SPECIFICATIONS ON THE DRAWINGS OR WITHIN THE
GEOTECH REPORT, WHICHEVER IS MORE STRINGENT.
5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A
LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND
DISPOSAL.
6.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR
RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING
PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF ALL UTILITY SERVICES TO EXISTING BUILDINGS
PRIOR TO DEMOLITION OF THE BUILDINGS. WHERE SHOWN, THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS
PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF
THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF
EXISTING UTILITIES.
8.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR
RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
9.STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING WORK IS TO OCCUR, UNLESS OTHERWISE NOTED.
GRADING NOTES:
1.ADA COMPLIANCE:
·a.SHALL BE IN ACCORDANCE WITH CFR 28, PART 35;
·b.FOR WORK IN THE RIGHT-OF-WAY, CFR 28, PART 35 SHALL BE SUPPLEMENTED BY THE PUBLIC WORKS RIGHTS OF
WAY ACCESSIBILITY GUIDELINES (PROWAG);
·c.ALL SITE IMPROVEMENTS SUBJECT TO THE AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE
DESIGN SHALL MEET THE FOLLOWING MAXIMUM SLOPES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO REMOVE AND REPLACE IMPROVEMENTS OUT OF COMPLIANCE WITH THE ADA STANDARDS.
2.THE FOLLOWING MAXIMUM SLOPES SHALL NOT BE EXCEEDED UNLESS NOTED ON THE PLAN AS A “MAXIMUM EXTENT
FEASIBLE” (MEF) LOCATION:
a.LONGITUDINAL/RUNNING SLOPE OF WALKWAYS AND CROSSWALKS: 5.00%
b.CROSS SLOPE OF SIDEWALK: 2.00%
c.LONGITUDINAL/RUNNING SLOPE OF RAMP: 8.33%
d.CROSS SLOPE OF RAMP: 2.00%
e.LONGITUDINAL/RUNNING SLOPE OF LANDING: 2.00%
f.CROSS SLOPE OF LANDING: 2.00%
g.TOP OF CURB SLOPE AT RAMP FLARE: 10.00%
h.FLOW LINE SLOPE AT PEDESTRIAN CROSSING: 2.00%
3.REFER TO SOILS REPORT FOR PROJECT FOR INFORMATION ON EXISTING SITE CONDITIONS.
4.THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE
NOTED.
5.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND GRADE ALL AREAS
TO PRECLUDE PONDING OF WATER.
6.ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS
STRUCTURES THAT WILL BE PRESERVED TO FINISHED GRADE WITHIN AREAS AFFECTED BY CONSTRUCTION.
7.THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY
IMPROVEMENTS.
8.PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE
DEVELOPED CONDITION) AND STABILIZE.
STORM DRAINAGE NOTES:
1.STATION AND OFFSET CALLOUTS FOR STORM (IF PROVIDED) ARE TO CENTER OF STRUCTURE.
2.PIPE LENGTHS NOTED ON THE PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
3.REMOVE ALL SILT AND DEBRIS FROM EXISTING DRAINAGE PIPES AFTER CONTRIBUTING BASIN AREAS HAVE BEEN
PERMANENTLY STABILIZED.
ABBREVIATIONS:
AC ACRE
APPROX APPROXIMATELY
APWA AMERICAN PUBLIC
WORKS ASSOCIATION
ARCH ARCHITECTURAL
ASPH ASPHALT
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AVE AVENUE
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BOM BOTTOM OF PIPE
BW BOTTOM OF WALL
C/COMM COMMUNICATION
CL CENTERLINE
CB CATCH BASIN
CF CUBIC FEET
CI CAST IRON
CL CLASS
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
COB CITY OF BELLEVUE
CONC CONCRETE
CPEP CORRUGATED POLYETHYLENE
PIPE
CR CROWN OF PIPE
CSTC CRUSHED SURFACING TOP
COURSE
CSBC CRUSHED SURFACING BASE
COURSE
DEPT DEPARTMENT
DI DUCTILE IRON
E EAST
EA EACH
EC EXTRUDED CURB
EG EXISTING GRADE
ELEV ELEVATION
EP EDGE OF PAVEMENT
ESC EROSION & SEDIMENT CONTROL
EXIST EXISTING
FFE FINISH FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLANGED
FT FEET/FOOT
G GAS
GRVL GRAVEL
GV GAS VALVE
H HEIGHT
HDPE HIGH DENSITY POLYETHYLENE
HMA HOT MIX ASPHALT
HORIZ HORIZONTAL
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
L LENGTH, OR LEFT
LAT LATITUDE
LF LINEAR FEET
LON LONGITUDE
MAX MAXIMUM
ME MATCH EXISTING
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MON MONUMENT
N NORTH
NC NO CURB
NO. NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMTER
OFF OFFSET
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PP POWER POLE
PRC POINT OF REVERSE CURVE
PROP PROPOSED
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RADIUS
RCW REVISED CODE OF WASHINGTON
ROW RIGHT-OF-WAY
S SOUTH
SCH SCHEDULE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SDR STANDARD DIMENSION RATIO
SF SQUARE FEET
SPECS SPECIFICATIONS
SQ YD SQUARE YARD
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
ST STREET
STA STATION
STD STANDARD
SWPPP STORM WATER POLLUTION
PREVENTION PLAN
T TELEPHONE
TC TOP OF CURB
TEMP TEMPORARY
TESC TEMPORARY EROSION &
SEDIMENT CONTROL
TP TOP OF PAVEMENT
TOP TOP OF PIPE
TW TOP OF WALL
TYP TYPICAL
UG UNDER GROUND
UIC UNDER GROUND INJECTION
CONTROL
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
V VERTICAL
W WEST
W/WITH
WAC WASHINGTON ADMINISTRATIVE
CODE
WSDOT WASHINGTON STATE
DEPARTMENT
OF TRANSPORTATION
WV WATER VALVE
YD YARD DRAIN
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419707
STRAIGHT ARROW HOMES N 32ND ST SFR7PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE
AE
AE
TERRANE
9
P
B
03/17/2022
STANDARD DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFRNTS
7
R2.02
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419708
STRAIGHT ARROW HOMES N 32ND ST SFR8PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE
AE
AE
TERRANE
9
P
B
03/17/2022
STANDARD DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFRNTS
8
R2.03
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE 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
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419709
STRAIGHT ARROW HOMES N 32ND ST SFR9PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgABE
ABE
ABE
ABE
TERRANE
9
P
B
03/17/2022
STANDARD DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES N 32ND ST SFR1'"=10'
9
R2.04
03/18/2022
3/18/2022
DEVELOPMENT ENGINEERING
NJanders 04/18/2022