HomeMy WebLinkAbout20230814 910 31st SFR Record DrawingsNEW SFR
LEVEL 1 FFE 115.5'
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
THIRD DAY DESIGN
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004931Know what'sbelow.Callbefore you dig.
CONSTRUCTION RECORD
DRAWING:
AS-BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
OWNER/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 31ST ST
ALLEY
(UNDER SEPARATE PERMIT)
VICINITY MAP
SITE DATA:
PROJECT SITE ADDRESS: 910 N 32ND ST
TAX PARCEL NO:3342101750
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 910 N 31ST 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)
VERTICAL DATUM/BENCHMARK
(PER STATUTORY WARRANTY DEED RECORDING# 9003151548)
LOT 49, BLOCK 15, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEATTLE, NO. 1, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON.
LEGAL DESCRIPTION:
BY TERRANE DATED 08/06/21
TOPOGRAPHICAL SURVEY
R-419801
STRAIGHT ARROW HOMES 910 N 31ST ST SFR1PLOTTED: 12/1/2021 z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\31st_P21012R0000.dwgAE
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COVER SHEET
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES 910 N 31ST ST SFRTED-40-41981"=10'
1
R0.00
SHEET INDEX
SHEET NO.SHEET TITLE
R0.00 COVER SHEET
R0.01 TOPOGRAPHIC BOUNDARY SURVEY
R1.00 31ST ST PLAN AND PROFILE
R2.00 STANDARD NOTES
R2.01 CIVIL NOTES, ABBREVIATIONS AND
STANDARD DETAILS
R2.02 STANDARD DETAILS
R2.03 STANDARD DETAILS
PROJECT SITE
8/14/2023
12'ALLEY25'
ROWN
31ST
ST25'
ROW
12'ALLEY MATCH
LINE - SEE SHEET 2MATCH LINE -
SEE SHEET 1BURNETT AVE
N NW4SW4SE4NE4INDEXING INFORMATION1/41/4SECTION:TOWNSHIP:RANGE:COUNTY:
SWSW3224N05E, W.M.
KINGPARCEL NO.(S)
NEW SFR
LEVEL 1 FFE 115.5'
~15LF 4" Ø SDR35 PVC @ 2.00% MIN
4" SSCO
RIM 114.0
IE ~110.3 (4")
PROVIDE BACKFLOW PREVENTION
DEVICE PER STD. PLAN 406.2
CB - TYPE 1 'SADDLE'
SOLID LID
RIM = 113.5 ~113.6
IE = 111.20 12" CONC (W)
IE = 111.10 12" CONC (E)
EX IE @ CL ~111.13
(12" PVC E & W)
IE-IN = 111.35 111.63 6" PVC (N)
15' BLDG. SETBACK
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)
MIN. TOP ELEV. 113.4 (MIN. 6" FREEBOARD)
WATER SURF. AREA AT OVERFLOW ELEV. = 68.5 SF
(DESIGN); 67.2 SF (MIN.)
10 LF PERFORATED STUBOUT
SUMP PUMP FOR FD
SOLID LID
RIM ~113.8
IE IN ~111.2 4" FD
IE OUT 112.6 2"
114.13 114.43
113.86
6" Ø SDR 35 PVC ROOF DRAIN
LINE @ 1.00% MIN., UON
4" Ø SDR 35 PVC ROOF DRAIN
LINE @ 2.00% MIN., UON
4" Ø SDR 35 PVC ROOF DRAIN LINE @ 2.00%
0+00
50+0051+0052+00113.97 ME
51+30.27
14.23 L
112.72 112.77 ME
50+66.05
12.09 L
112.78 ME
50+72.41
10.00 L
113.97 ME
51+27.40
10.00 L
113.91 ME
51+27.40
13.00 L
113.86 FL
51+25.40
13.00 L112.76 FL
50+75.41
13.00 L
BEGIN S/W 113.33 113.42
50+75.41; 21.50 L
END S/W 114.44 114.51
51+25.40; 21.50 L
2.01%
2.20%4.83%
0.70%6.55%2.20%2.20%2.20%
50+93.93
19.50'LT
51+17.43
19.50'LT
0.055%
114.31
EX. FL 112.72
112.82 ME
50+67.56
12.10 L
112.76
113.42 113.51 3.82%
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
NATURAL GRASS TURF
2" OF HOT MIX ASPHALT OVER
4" CRUSHED ROCK BASE
PROFILE VIEW: N 31ST ST
N 31ST ST
Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5
105
110
120
105
110
120
50+30 50+40 50+50 50+60 50+70 50+80 50+90 51+00 51+10 51+20 51+30 51+40 51+50 51+60 51+70 51+80
EG
FG
EG
FG
112.55 112.60 112.76 112.97 113.17 113.39
112.92
113.61
113.14
113.83
113.38
114.04
113.61
114.25
113.84
114.48 114.68 114.90 115.13 115.36 115.60
112.86
113.59
113.08
113.81
113.30
114.03
113.52
114.25
113.74
114.47
EG @ CL
FG/EG @ SAW CUT
FG @ FL
FG @ R.O.W.
FG @ FL
EG @ CL
FG @ ROW
EG @ ROW
FG/EG @ SAW CUT (10' FROM CL)
SITE:
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.
SEWER 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
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.
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.
SHEET NOTES
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
THIRD DAY DESIGN
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004931Know what'sbelow.Callbefore you dig.
CONSTRUCTION RECORD
DRAWING:
AS-BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
N 31ST ST
(RESIDENTIAL ACCESS)
R-419803
STRAIGHT ARROW HOMES 910 N 31ST ST SFR3PLOTTED: 1/26/2022 z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\31st_P21012R0100.dwgAE
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N 31ST ST PLAN AND PROFILE
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES 910 N 31ST ST SFRTED-40-41981'"=10'
3
R1.00BURNETT AVE N(RESIDENTIAL ACCESS)ALL ONSITE IMPROVEMENTS ARE
UNDER SEPARATE PERMIT
4
4
1
1
2
2
3
1
1
2
1
1
1
1
2
2
1
2
3
25
8/14/2023
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
THIRD DAY DESIGN
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004931Know what'sbelow.Callbefore you dig.
CONSTRUCTION RECORD
DRAWING:
AS-BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
R-419804
STRAIGHT ARROW HOMES 910 N 31ST ST SFR4PLOTTED: 1/31/2022 z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\31st_P21012R0200.dwgAE
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STANDARD NOTES
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES 910 N 31ST ST SFRTED-40-4198NTS
4
R2.00
8/14/2023
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
THIRD DAY DESIGN
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004931Know what'sbelow.Callbefore you dig.
CONSTRUCTION RECORD
DRAWING:
AS-BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
R-419805
STRAIGHT ARROW HOMES 910 N 31ST ST SFR5PLOTTED: 1/31/2022 z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\31st_P21012R0200.dwgAE
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CIVIL NOTES, ABBREVIATIONS AND STANDARD DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES 910 N 31ST ST SFRTED-40-4198NTS
5
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
8/14/2023
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
THIRD DAY DESIGN
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004931Know what'sbelow.Callbefore you dig.
CONSTRUCTION RECORD
DRAWING:
AS-BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
R-419806
STRAIGHT ARROW HOMES 910 N 31ST ST SFR6PLOTTED: 1/31/2022 z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\31st_P21012R0200.dwgAE
AE
AE
TERRANE
7
P
B
8/14/2023
STANDARD DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES 910 N 31ST ST SFRTED-40-4198NTS
6
R2.02
8/14/2023
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
THIRD DAY DESIGN
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
CIVIL ENGINEERING
44221 PR21000394LUAXXXXXXXXC21004931Know what'sbelow.Callbefore you dig.
CONSTRUCTION RECORD
DRAWING:
AS-BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
R-419807
STRAIGHT ARROW HOMES 910 N 31ST ST SFR7PLOTTED: 1/31/2022 z:\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\31st_P21012R0200.dwgAE
AE
AE
TERRANE
7
P
B
8/14/2023
STANDARD DETAILS
OFFSITE IMPROVEMENTS
STRAIGHT ARROW HOMES 910 N 31ST ST SFRTED-40-4198NTS
7
R2.03
8/14/2023