HomeMy WebLinkAbout25326 Sewer Extension Plans - APPROVEDW
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TPN: 132304-9065
NODORA
13445 81ST AVE S
SEATTLE 98178
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CB #132457, TYPE I
RIM EL=183.77
6"CPEP(NE)IE=182.82
6"CPEP(SE)IE=182.82
6"PVC(N)IE=182.42
12"CPEP(E)IE=180.97
CB #133946, TYPE I
RIM EL=183.23
4"PVC(W)IE=180.49
12"CPEP(W)IE=180.47
12"PVC(E)IE=180.39
12"CMP(N)IE=180.32
CB #133945, TYPE I
RIM EL=194.73
12"CMP(N)IE=191.68
12"CMP(S)IE=191.68
SSMH #0096
RIM EL=189.04
8"PVC(W)IE=181.96
8"PVC(N)IE=180.60
8"PVC(S)IE=175.68
SSCO #398
RIM EL=190.01
8"PVC(E)IE=182.71
FOUND REBAR AND CAP
MARKED "CNW 40016" AT
PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "CNW 40016" AT
PROPERTY CORNER
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TPN: 132304-9045
TPN: 132304-9067
PROJECT BENCHMARK
EL=189.36
WATER LINE
LOCATION PER
C.O.R. ASBUILTS
SS
CONTRACTOR TO PLACE
STORM DRAIN INLET
PROTECTION (TYP) PER
CITY OF RENTON
STANDARD PLAN 216.30
ON SHEET C1.31 ON
DOWSNTREAM CATCH
BASINS AS NECESSARY
2-INCH GRIND AND OVERLAY
PER CITY OF RENTON
STANDARD PLAN 110 ON
SHEET C1.31
EX
8
"
D
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CONTRACTOR TO COVER OR BACKFILL
TRENCH PRIOR TO LEAVING SITE
SAW CUT LINE (TYP)
4.5' MIN. TRENCH WIDTH PER STD
PLAN 110 & 405, SEE DETAILS ON
SHEET C1.31
4.5
CONTRACTOR TO CHANNEL MANHOLE
BOTTOM TO CONFORM WITH COR STD
PLAN 400.1 & 400.6 ON SHEET C1.31.
CONTRACTOR TO CHANNEL
MANHOLE BOTTOM TO
CONFORM WITH COR STD
PLAN 400.1.
2-INCH TO 8-INCH GRIND
AND OVERLAY PER CITY OF
RENTON STANDARD PLAN
110 ON SHEET C1.31
10.0
10.0
REMOVE EXISTING COR CLEAN OUT 398
AND REPLACE WITH TYPE II 48-INCH
MANHOLE PER COR 4-6-040(F)(5)(A).
CONTRACTOR TO CHANNEL MANHOLE
PER COR STD PLAN 400.1 & 400.6.
SS
SS
193.01
SS
SS
SS
SS
SS
8.3
5.0
PER DOE ORANGE BOOK C1-9.1.2
UNUSUAL CONDITIONS (PARALLEL),
MINIMUM HORIZONTAL SEPARATION
MAY BE REDUCED TO 5-FT.
CONTRACTOR TO LOCATE AND VERIFY
LOCATION OF WATER SERVICE LINES
PRIOR TO INSTALLATION OF PROPOSED
8" PVC SANITARY SEWER MAIN
N:178744.41
E:1294639.40
SSMH 1
N:178729.21
E:1294611.47
SSCO 1
N:178693.15
E:1294622.40
SSMH 2
6" IE 185.75
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PLACE CLEANOUT DIRECTLY BEHIND
ROW LINE, INSIDE CONCRETE BOX,
PER DETAIL C406.1 ON SHEET C1.31
6" IE 182.73
45 DEGREE TEE
11.25 DEGREE BEND
CONTRACTOR TO POTHOLE, AS NEEDED, PRIOR TO
CONSTRUCTION TO VERIFY LOCATION OF
EXISTING SIDE SEWER TO RE-ROUTE CONNECTION
CONTRACTOR TO REMOVE 28 LF OF
EXISTING SIDE SEWER SERVICE PIPE.
CONTRACTOR TO RESTORE CURB, SIDEWALK,
AND DRIVEWAY WITHIN TRENCH CUT TO
PRE-CONSTRUCTION CONDITION OR BETTER.
22LF 6" PVC
@ 0.0981
54LF 8" HDPE
@ 0.0959
35 LF 6" PVC @ 0.0200 MINIMUM.
12.0
CONCRETE PILLAR WITH LIGHT ATOP
CONCRETE WALL WITH 2' VBF ATOP
ROCKERY
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DRIVEWAY
DRIVEWAY
HORIZ. SCALE: 1"=20'
VERT. SCALE: 1"=5'
PROFILE OVER SIDE SEWER
180
190
200
180
190
200
EX 8" DI WATER MAIN
CONTRACTOR TO POT HOLE AND VERIFY
LOCATION OF EXISTING WATER MAIN
PRIOR TO INSTALLING PROPOSED 8" PVC SEWER MAIN.
CONTRACTOR TO CONNECT PROPOSED
SIDE SEWER SERVICE LINE TO
PROPOSED 8" PVC SEWER MAIN PER
COR STD PLAN 406.1 ON SHEET C1.32
DE
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3'
±
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EXISTING
GROUND
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5
5
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DE
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=
5.
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PROPOSED SIDE SEWER SERVICE
22LF 6" PVC @ 0.0981
END INVERT IE:185.49
PR
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8" SANITARY SEWER MAIN
IE: 185.40
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RENTON AV
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SW 3
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SW SUNSET BLVD
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HORIZ. SCALE: 1"=20'
VERT. SCALE: 1"=5'
PROFILE OVER SEWER MAIN
180
190
200
180
190
200
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PROPOSED 22 LF 6" PVC SIDE SEWER SERVICE @ 0.0981
END INVERT IE: 185.75
CONTRACTOR TO CONNECT PROPOSED SIDE
SEWER SERVICE LINE TO PROPOSED 8" PVC SEWER MAIN
PER COR STD PLAN 406.1 ON SHEET C1.32
CONTRACTOR TO
INSTALL MANHOLE
CONSISTENT WITH COR
STD PLAN 400.1 ON
SHEET C1.31.
CONTRACTOR TO INSTALL
MANHOLE CONSISTENT WITH
COR STD PLAN 400.1 ON
SHEET C1.31. CONTRACTOR TO
CHANNEL MANHOLE BOTTOM
TO CONFORM WITH COR STD
PLAN 400.1 & 400.6.
54LF
8
"
H
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P
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@
0
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0
9
5
9
EXISTING GROUND
6/
3
/
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6
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C1
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1
402010
20'
0
SCALE: 1" =
VERTICAL DATUM
NAVD88 PER GNSS OBSERVATIONS
PROJECT BENCHMARKS
SET NAIL IN SIDEWALK AT THE BACK OF CURB ON EASTERLY SIDE OF OAKESDALE AVENUE SW AS SHOWN HEREON.
ELEVATION = 189.36
HORIZONTAL DATUM
NAD83(2011) WSPC NORTH ZONE, PER GNSS OBSERVATIONS.
BASIS OF BEARINGS
N72°42'01"W BETWEEN THE TWO FOUND MONUMENTS, CITY OR RENTON MONUMENT NUMBERS 1215 AND 3120, IN THE CENTERLINE OF SW 3RD PLACE.
CALCULATED PER REFERENCE 1, ROTATED FROM PLAT BEARINGS ONTO STATE PLANE COORDINATES PER GNSS OBSERVATIONS.
REFERENCES
1.RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 20100507900013, RECORDS OF KING COUNTY, WASHINGTON. (USED TO CALCULATE
MONUMENTS, ROAD CENTERLINES, RIGHT-OF-WAY AND BOUNDARY LINES)
81ST AVE SOUTH SEWER EXTENSION
CITY OF RENTON, WASHINGTON
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
1-800-424-5555
SHEET INDEX
C1.01 SEWER EXTENSION PLAN
C1.02 TOPOGRAPHIC SURVEY
C1.31 DETAILS AND NOTES
APPLICANT
HECTOR SALCIDO
1412 BIDWELL LN
HUNTINGTON, MD 20639
CONTACT: HECTOR SALCIDO
HECSALCI@YAHOO.COM
206-954-6185
CIVIL ENGINEER/SURVEYOR
CORE DESIGN, INC
12100 NE 195TH ST, SUITE 300
BOTHELL, WA 98011
CONTACT: FLAVIO BAINOTTI
FBAINOTTI@COREDESIGNINC.COM
SEWER LEGEND
SEWER PIPE
SEWER SERVICE LINE
SEWER MANHOLE
SEWER FLOW ARROW
PROPOSED SAW CUT LINE
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED CATCH BASIN INLET PROTECTION
PROPOSED 2-INCH HMA GRIND AND OVERLAY
PROPOSED 2-INCH TO 6-INCH HMA REPLACEMENT
SS
SSSS
VICINITY MAP
1"=1000'
COVER SHEET
5/5/20261:20
NOTES
1.ALL PIPES WITH LESS THAN ONE AND A HALF (1.5) FEET OF
VERTICAL SEPARATION SHALL HAVE ETHAFOAM, OR APPROVED
EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN
SEPARATION.
2.CONTRACTOR TO VERIFY ELEVATION AND CONNECTION OF ALL
UTILITIES (STORM, WATER, AND SEWER) AND NOTIFY ENGINEER
OF SIGNIFICANT DIFFERENCES OR UTILITY CONFLICTS.
3.PRIOR TO CONSTRUCTION WORK, CONTRACTOR TO
COORDINATE TEMPORARY SEWER SERVICE SHUTOFF WITH CITY
OR RENTON SEWER DISTRICT.
4.CONTRACTOR TO PROVIDE A PLAN TO PROTECT EX WATER MAIN
AT ALL TIMES.
5.SANITARY SEWER PIPES WHICH HAVE NON-STANDARD UTILITY
SEPARATION SHALL BE PRESSURE-RATED HDPE (PE4710, DR13.5 OR
BETTER) OR CLASS 52 DI PIPE (PRESSURE RATED 150 OR BETTER).
WASTEWATER UTILITY STANDARD NOTES
C1.01
1
S-439601
1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE
CITY OF RENTON STANDARD PLANS& SPECIFICATIONS. A SET OF
APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL
DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM
1983/ 1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS.
3.A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR' S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION.
INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT
SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
4.THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY
SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK
WITHIN THE PUBLIC RIGHT- OF-WAY.
5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE
CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19. 122.
A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS
PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A
COPY OF THE DIG TICKET ON SITE AT ALL TIMES.
7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18-
INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO
BANK RUN GRAVEL FOR TRENCH BACKFILL( 9- 03. 19).
8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER-
GASKETED ASTM D 3034, SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50,
UNLESS OTHERWISE APPROVED BY THE CITY.
9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE(
WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A
SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE( WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE
WITH STANDARD DETAIL 412.
10.OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING
AGGREGATE( WSDOT SPECIFICATION 9-03. 9( 3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/
APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY
THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH
STANDARD PLAN 405.
12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF
ON- SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT
SURFACE WATER DESIGN MANUAL.
13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED
AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
OWNER
ADELA NODORA
13445 81ST AVE S
SEATTLE, WA 98178
CONTACT: ADELA NODORA
AON0918@YAHOO.COM
408-373-4922
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
81ST AVENUE SOUTH SEWER EXTENSION -
RENTON
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CORE DESIGN, INC. - A SANBELL COMPANY
JACK SHONKA, EIT
JACK SHONKA, EIT
FLAVIO BAINOTTI
MICHAEL A. MOODY, PE
13445 81ST AVE SOUTH, RENTON, WA 98178
3
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
PROJECT NO. 25326
WW
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SITE
PER CITY OF RENTON STANDARD PLAN 413
DEVELOPMENT ENGINEERING
HBray 06/04/2026
WASTEWATER UTILITY
Mbenoit 06/04/2026
WATER UTILITY
JValdez 06/04/2026
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TPN: 132304-9065
NODORA
13445 81ST AVE S
SEATTLE 98178
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CB #132457, TYPE I
RIM EL=183.77
6"CPEP(NE)IE=182.82
6"CPEP(SE)IE=182.82
6"PVC(N)IE=182.42
12"CPEP(E)IE=180.97
CB #133946, TYPE I
RIM EL=183.23
4"PVC(W)IE=180.49
12"CPEP(W)IE=180.47
12"PVC(E)IE=180.39
12"CMP(N)IE=180.32
CB #133945, TYPE I
RIM EL=194.73
12"CMP(N)IE=191.68
12"CMP(S)IE=191.68
SSMH #0096
RIM EL=189.04
8"PVC(W)IE=181.96
8"PVC(N)IE=180.60
8"PVC(S)IE=175.68
SSCO #398
RIM EL=190.01
8"PVC(E)IE=182.71
FOUND REBAR AND CAP
MARKED "CNW 40016" AT
PROPERTY CORNER
FOUND REBAR AND CAP
MARKED "CNW 40016" AT
PROPERTY CORNER
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
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SS
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CONCRETE PILLAR WITH LIGHT ATOP
CONCRETE WALL WITH 2' VBF ATOP
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15'
15'
N18
°
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TPN: 132304-9045
TPN: 132304-9067
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PROJECT BENCHMARK
EL=189.36
WATER LINE
LOCATION PER
C.O.R. ASBUILTS
SS
DRIVEWAY
DRIVEWAY
SW 3
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N71°4
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'
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3
2
5
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0
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N1
8
°
1
7
'
5
9
"
E
FOUND MONUMENT IN CASE, W/ 3"
BRASS DISC, W/ PUNCH, DOWN 0.6'
C.O.R. MONUMENT NUMBER 3120
TH
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E
FOUND MONUMENT IN CASE, W/ 3"
BRASS DISC, W/ PUNCH, DOWN 0.6'
C.O.R. MONUMENT NUMBER 1215
0
SCALE: 1" =
402010
20'
LEGEND
SS
SD
W WATER PIPE
STORM DRAINAGE PIPE
SEWER PIPE
FOUND SURVEY MONUMENT, AS NOTED
FOUND SURVEY MARKER, AS NOTED
SEWER MANHOLE
SEWER CLEANOUT
YARD LIGHT
WATER METER
WATER VALVE
FIRE HYDRANT
CATCH BASIN TYPE I
EDGE OF ASPHALT
CONCRETE
ROCKERY
ASPHALT
//////
//////
//////
VERTICAL DATUM
NAVD88 PER GNSS OBSERVATIONS.
HORIZONTAL DATUM
NAD83(2011) WSPC NORTH ZONE, PER GNSS OBSERVATIONS.
PROJECT BENCHMARK
SET NAIL IN SIDEWALK AT THE BACK OF CURB ON EASTERLY SIDE OF OAKESDALE AVENUE SW AS SHOWN HEREON.
ELEVATION = 189.36
BASIS OF BEARINGS
N72°42'01"W BETWEEN THE TWO FOUND MONUMENTS, CITY OR RENTON MONUMENT NUMBERS 1215 AND 3120, IN THE CENTERLINE OF SW 3RD PLACE.
CALCULATED PER REFERENCE 1, ROTATED FROM PLAT BEARINGS ONTO STATE PLANE COORDINATES PER GNSS OBSERVATIONS.
REFERENCES
1.RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 20100507900013, RECORDS OF KING COUNTY, WASHINGTON. (USED TO CALCULATE
MONUMENTS, ROAD CENTERLINES, RIGHT-OF-WAY AND BOUNDARY LINES)
NOTES
1.THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 19, 2026. ALL SURVEY CONTROL INDICATED AS
"FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2026.
2.ALL DISTANCES ARE IN US FEET AT GROUND LEVEL.
3.CONTOUR INTERVAL = 2 FEET.
4.ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVATION. SAID INFORMATION MEETS US
NATIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL.
5.BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF CONTROLLING MONUMENTATION AND INTERPRETATION OF RECORD
DESCRIPTIONS AND OTHER EVIDENCE. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION
FROM CONTROLLING MONUMENTATION.
6.THIS IS A FIELD TRAVERSE SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION [AND GPS/GNSS UNIT WITH OPUS/WSRN CORRECTIONS]
WAS [WERE] USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE
RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED
IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
7.UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND
SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY
CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT
UNDERSTANDS THAT CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS.
1-22-26
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
81ST AVENUE SOUTH SEWER EXTENSION -
RENTON
81
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CORE DESIGN, INC. - A SANBELL COMPANY
JACK SHONKA, EIT
JACK SHONKA, EIT
FLAVIO BAINOTTI
MICHAEL A. MOODY, PE
13445 81ST AVE SOUTH, RENTON, WA 98178
3
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
PROJECT NO. 25326
WW
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2
7
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9
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TOPOGRAPHICAL SURVEY
1/28/2026
C1.02
S-439602
2
DEVELOPMENT ENGINEERING
HBray 06/04/2026
WASTEWATER UTILITY
Mbenoit 06/04/2026
WATER UTILITY
JValdez 06/04/2026
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CORE DESIGN, INC. - A SANBELL COMPANY
JACK SHONKA, EIT
JACK SHONKA, EIT
FLAVIO BAINOTTI
MICHAEL A. MOODY, PE
13445 81ST AVE SOUTH, RENTON, WA 98178
3
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
PROJECT NO. 25326
WW
P
-
2
7
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4
3
9
6
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DETAILS AND NOTES
1/28/2026
C1.31
3
DEVELOPMENT ENGINEERING
HBray 06/04/2026
WASTEWATER UTILITY
Mbenoit 06/04/2026