HomeMy WebLinkAboutP_22073 AGUILAR RENTON SFR OFF-SITE_20240311_V4ONE NEW FIRE
HYDRANT REQUIRED
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
44221 C23004111PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989
Know what's below.
before you dig.Call
RTED-40-4276OWNER/DEVELOPER
BRANDON SHIMIZU
STRAIGHT ARROW HOMES LLC
12015 NE 8TH ST, STE 5
BELLEVUE, WA 98005-3141
(425) 433-5458
CIVIL ENGINEER
ANDY EPSTEIN
ETHOS CIVIL
748 MARKET STREET
TACOMA, WA 98402
(253) 579-4288
andy@ethoscivil.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
STEVE MCCASEY, PLS
ENCOMPASS
165 NE JUNIPER STREET, SUITE 201
ISSAQUAH, WA 98027
(425) 392-0250
smccaskey@encompasses.net
ARCHITECT
AMIR MAYER
7209 GREENWOOD AVENUE N
SEATTLE, WA 98103
(206) 782-2911
amir@cba-arch.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:
VICINITY MAP
SITE DATA:
PROJECT SITE ADDRESSES:
SFR: 1011 N 35TH ST
ADU: 1013 N 35TH ST
TAX PARCEL NO:334210-2545
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
AGUILAR RENTON SFR
S32 - T24 - R5
N 89°04'11"W BETWEEN FOUND MONUMENTATION AT THE INTERSECTIONS OF
N 35TH STREET AND BOTH PARK AVE N AND BURNETT AVE N.
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
LOTS 8 AND 9, BLOCK 19, C.D. HILLMAN'S LAKE WASHINGTON
GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 63, IN KING COUNTY, WASHINGTON. TOGETHER WITH
THAT PORTION OF VACATED ALLEY ADJACENT, WHICH
ATTACHED BY OPERATION OF LAW.
LEGAL DESCRIPTION:
BY ENCOMPASS DATED 06/10/21
TOPOGRAPHICAL SURVEY
PROJECT SITE
N 35TH ST
(RESIDENTIAL ACCESS)
R-427601
AGUILAR RENTON SFR1PLOTTED: 6/5/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-COVR-ROW.dwgAE
AE
AE/NB
AE
ENCOMPASS
8
03/11/2024
COVER SHEET
OFFSITE IMPROVEMENTS
AGUILAR RENTON SFR 1"=10'
1
R0.00
SHEET INDEX
NUMBER TITLE
R0.00 COVER SHEET
R0.01 TOPOGRAPHIC BOUNDARY
SURVEY
R1.00 N 35TH ST PLAN AND PROFILE
R2.00 STANDARD NOTES
R2.01 CIVIL NOTES, ABBREV. AND
STANDARD DETAILS
R2.02 STANDARD DETAILS
R2.03 STANDARD DETAILS
R2.03 STANDARD DETAILSN
SCALE IN FEET
10 5 0 10 20
FOUND MONUMENT IN CASE
STA: 0+00.00'
OFF: 1.22' RT
HELD PER ROS 147/82
(BASIS OF POSITION)BURNETT AVE NPARCEL NO. 3342102545 PARCEL NO. 3342102550
442214422144221
8/2/202311/7/202312/19/202303/11/2024
2R-427602
PR23000116
B23004862
CEMENT CONCRETE TRAFFIC CURB ANDGUTTER PER STD. PLANS 101 AND 101.1CEMENT CONCRETESIDEWALK PER STD PLAN 10213'0.5'8' PLANTER5'26.5'25' EXISTING R.O.W.ROAD CL1.5' R.O.W. DEDICATIONPAVEMENT RESTORATION PER STD PLAN103. ALL PAVEMENT RESTORATION PERCITY OF RENTON STANDARDS, TYP.EXISTING ASPHALTPAVEMENT1.5%2.0%859095100105110859095100105110FG @ BCFG @ FLEG @ CLFG @ TOEN 35TH STHORIZONTAL SCALE: 1' = 10' VERTICAL SCALE: 1" = 5'6" CONC SEWER3/4" WATER1" WATERUG POWER LINENATURAL GAS LINE3+503+603+703+803+904+004+104+204+304+404+504+604+704+804+905+006" DI HYDRANTCONNECTION8.25%8.25%8.25%1.5%1.5%
1.50%1.49%1.50%8.32%
2.00%
2.00%
6.17%
6.17%12'1.50%1.05%8.32%8.32%7.50%7.50%2.00%96.9796.9196.9096.84FL: 96.1996.13MATCH EX: 95.93104.14104.05104.13104.218.32%
1.
4
8
%
1.
8
6
%103.96MATCH EX: 104.21MATCH EX: 104.19FL: 103.90102.01101.93FL: 101.277.50%7.50%MATCH EX: 95.85DRIVEWAY CL4+61.9913.00' RTEND C/G4+74.9913.00' RTEND S/W4+74.9921.50' RT3+504+004+505+005+50BEGIN C&G3+78.8913.00' RTBEGIN S/W3+74.8921.50' RT1.50%1.50%10
4 103102101101
102
100999897
1
0
3
10496
MATCH EX: 104.77EGFGEGFG93.7194.6995.6796.6396.3297.5597.1598.3997.9999.2198.82100.0399.65100.85100.48101.61101.32102.36102.07103.12102.82103.87103.57104.62105.36106.1096.3396.8397.1597.6597.9898.4898.8099.3099.63100.13100.45100.95101.27101.77102.02102.52102.77102.94103.52103.80DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS44221C23004111 PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989Know what'sbelow.before you dig.CallRTED-40-4276
KEY NOTESSITECEMENT CONCRETE DRIVEWAY PER STD. PLANS 104.2 AND 104.3.PROVIDE TEMPORARY HMA ACCESSIBLE ASPHALT WALK FOR ACCESS.PROTECT EXISTING MAILBOX. IF REQUIRED, RELOCATE EXISTING MAIL BOX(ES). COORDINATELOCATION WITH RENTON POSTMASTER.REFER TO LANDSCAPE PLANS FOR NEW TREES, SHRUBS AND/OR GROUNDCOVER, TYP.EXISTING ASPHALT FLOW LINE.TRANSITION NEW FLOW LINE TO EXISTING/PROPOSED FLOW LINE.ACCESSIBLE RAMP LANDING AT TOP OF ASPHALT RAMP. GRADE RAMP AT MAX. 2.00% LONGITUDINALAND MAX 2.00% CROSS SLOPE.PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND110.2.RELOCATE MAILBOXES BEHIND CURB, OR TO 907 N 35TH FRONTAGE. COORDINATE LOCATION WITHRENTON POST MASTER.SEWER AND STORMEXISTING 6" SEWER STUB TO BE REUSED. LOCATION IS APPROXIMATE BASED ON GIS. CCTV OFEXISTING STUB IS REQUIRED FOR REUSE. PROVIDE VIDEO TO CITY OF RENTON PUBLIC WORKSINSPECTOR FOR REVIEW AND APPROVAL. IF APPROVED, SEWER STUB MAY BE LINE FOR REUSE. IFREJECTED, A NEW SEWER STUB WILL BE REQUIRED PER STD. PLAN 406.1 AND THE EXISTING SHALLBE CUT AND CAPPED AT THE PROPERTY LINE.PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30 AT DOWNSTREAM CATCH BASIN.CURB WEEP/CURB DISCHARGE3" PVC ROOF DRAIN LINE SHALL BE IN A 4" DI SLEEVE UNDER SIDEWALK AND THROUGH CURB LINE.CLEANOUT PER COR STD. PLAN 226.00.WATERNEW 1-INCH WATER SERVICE AND METER PER STD PLAN 320.1 WITH METER LOCATED IN PLANTERSTRIP (TO BE INSTALLED BY CITY FORCES - WATER METER PERMITS REQUIRED).EXISTING 3/4" WATER SERVICE AND METER TO BE REMOVED AT DEVELOPER'S EXPENSE.INSTALL NEW FIRE HYDRANT PER STD PLAN 310.1 AND CONCRETE SHEAR PAD PER STD PLAN 310.2.INSTALL PRESSURE REDUCING VALVE DOWNSTREAM OF METER VAULT PER COR STD PLAN 340.4.DRY UTILITYCOMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEWSERVICES. VERIFY EXISTING SIZES ARE ADEQUATE PRIOR TO UTILITY CONSTRUCTION.COORDINATE WITH TELEPHONE/CABLE COMPANY TO PROVIDE UNDERGROUND SERVICE.PROTECT UTILITY LINES AND APPURTENANCES.123456789123451234123ASCALE: 1' = 5"SECTION A-APAVING LEGEND2" HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE4" HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE2" GRIND AND OVERLAYCEMENT CONCRETE SIDEWALKALL ONSITE IMPROVEMENTS AREUNDER SEPARATE PERMITN 35TH ST(RESIDENTIAL ACCESS)NSCALE IN FEET10501020AR1.00FG @ FLEG @ CLFG @ TOEFG @ FLFG @ BC122446677551111SFR TOS 105.533" IE: 96.87 R-427603AGUILAR RENTON SFR
3PLOTTED: 6/12/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-PAVE-ROW-ETHOS.dwg
AEAEAE/NBAEENCOMPASS8 03/11/2024N 35TH ST PLAN AND PROFILEOFFSITE IMPROVEMENTSAGUILAR RENTON SFR 1"=10'3R1.003NOTES:1.DEPTHS ARE COMPACTED THICKNESS.HOT MIX ASPHALT (HMA)WEDGE CURBHMA PAVING, CRUSHEDROCK SECTION ANDSUBGRADE PREPARATIONPER PLANS ANDSPECIFICATIONS1'6"1NTSHMA WEDGE CURB23354100 99 989899
388888433" IE: 97.20224422144221442218/2/202311/7/202312/19/202303/11/2024
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
44221 C23004111PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989
Know what's below.
before you dig.Call
RTED-40-4276 R-427605
AGUILAR RENTON SFR4PLOTTED: 6/12/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-DET-ROW.dwgAE
AE
AE/NB
AE
ENCOMPASS
8
03/11/2024
STANDARD NOTES
OFFSITE IMPROVEMENTS
AGUILAR RENTON SFR NTS
4
R2.00
442214422144221
8/2/202311/7/202312/19/202303/11/2024
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
44221 C23004111PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989
Know what's below.
before you dig.Call
RTED-40-4276GENERAL 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 GRATE.
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
R-427606
AGUILAR RENTON SFR5PLOTTED: 6/12/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-DET-ROW.dwgAE
AE
AE/NB
AE
ENCOMPASS
8
03/11/2024
CIVIL NOTES, ABBREV. AND STANDARD DETAILS
OFFSITE IMPROVEMENTS
AGUILAR RENTON SFR NTS
5
R2.01
442214422144221
8/2/202311/7/202312/19/202303/11/2024
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
44221 C23004111PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989
Know what's below.
before you dig.Call
RTED-40-4276 R-427607
AGUILAR RENTON SFR6PLOTTED: 6/12/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-DET-ROW.dwgAE
AE
AE/NB
AE
ENCOMPASS
8
03/11/2024
STANDARD DETAILS
OFFSITE IMPROVEMENTS
AGUILAR RENTON SFR NTS
6
R2.02
442214422144221
8/2/202311/7/202312/19/202303/11/2024
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
44221 C23004111PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989
Know what's below.
before you dig.Call
RTED-40-4276 R-427608
AGUILAR RENTON SFR7PLOTTED: 6/12/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-DET-ROW.dwgAE
AE
AE/NB
AE
ENCOMPASS
8
03/11/2024
STANDARD DETAILS
OFFSITE IMPROVEMENTS
AGUILAR RENTON SFR NTS
7
R2.03
442214422144221
8/2/202311/7/202312/19/202303/11/2024
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
44221 C23004111PR23-000116ethoscivil.com info@ethoscivil.com 253.414.1989
Know what's below.
before you dig.Call
RTED-40-4276 R-427609
AGUILAR RENTON SFR8PLOTTED: 6/12/2023 z:\Shared\Projects\2022\22073 aguilar residence renton\06-CAD\22073-SH-DET-ROW.dwgAE
AE
AE/NB
AE
ENCOMPASS
8
03/11/2024
STANDARD DETAILS
OFFSITE IMPROVEMENTS
AGUILAR RENTON SFR NTS
8
R2.04
442214422144221
8/2/202311/7/202312/19/202303/11/2024