HomeMy WebLinkAboutS-437601(0
I'l- VERTICAL DATUM
C")
NAVD88 PER GNSS OBSERVATIONS
I
PROJECT BENCHMARKS
N
TBM'A' - CORE CONTROL POINT NUMBER 3 - SCRIBED'X' IN TOP OF CONCRETE CURB ON THE EAST SIDE OF SHATTUCK AVENUE S ±1' N OF N TOP OF DRIVEWAY
DROP FOR ALLEY.
TBM 'A' - ELEVATION = 30.61
HORIZONTAL DATUM
NAD 83 (2011) WASHINGTON STATE PLANE NORTH ZONE PER GNSS OBSERVATIONS.
BASIS OF BEARINGS
N00°51'33"E BETWEEN THE FOUND MONUMENT AT THE INTERSECTION OF SHATTUCK AVENUE S AND S 3RD STREET AND THE MONUMENT FOUND 5' E OF THE
INTERSECTION OF SHATTUCK AVENUE S AND S 4TH STREET ON THE CENTERLINE OF S 4TH STREET PER REF. 2 AND ROTATED TO GNSS COORDINATES.
REFERENCES
1. PLAT OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON.
2. RECORD OF SURVEY, RECORDED IN VOLUME 413 OF SURVEYS, PAGES 152 & 153, UNDER RECORDING NUMBER 2019029900005, RECORDS OF KING
COUNTY, WASHINGTON..
2-INCH GRIND AND OVERLAY
PER CITY OF RENTON
STANDARD PLAN 1 10 ON D/W
SHEET C 1.31
BOLTS STRIPPED °
UNABLE TO OPEN
°
CB #506896, TYPE I
RIM EL=30.13
12"PVC(E)IE=25.03
a
CONTRACTOR TO PLACE
STORM DRAIN INLET
SDMH #506895, TYPE II
PROTECTION (TYP) PER
RIM EL=30.66
4'
CITY OF RENTON 12"PVC(W)IE=24.96
°
STANDARD PLAN 276.30 12"PVC(E)IE=23.46
ON SHEET C 1.31 ON 24"PVC(N)IE=20.46
a
DOWSNTREAM CATCH 24"PVC(S)IE=20.46
° a
BASINS AS NECESSARY
4
W/ FLASHER & SIGN "SCHOOL
SPEED LIMIT 20 WHEN FLASHING"
°
ST. ANTHONYS SEWER EXTENSION
CITY OF RENTON, WASHINGTON
EX CAPPED SEWER STUB. TO BE REMOVED
2-INCH GRIND AND OVERLAY
CB #134538, TYPE I PER CITY OF RENTON
RIM EL=30.67 STANDARD PLAN 1 10.1 ON
1 II I 3: 12"PVC(SE)IE=28.67
1 SHEET C 1.31
I I CB #178029, TYPE 1
RIM EL=30.54
� 30' ° 6"CONC(W)IE=29.39
N I ' 4� SDMH #506897, TYPE II
° EH RIM EL=30.20
' 6"CONC(SE)IE=26.70 j
I I '4 00 12"PVC(NW)IE=26.70 DIW 12"PVC(W)IE=23.70
I
SD COMMUNICATIONS
a VAULT
I
CB #142252, TYPE I
I N
II 0° RIM EL=30.44
I U." " EL 0.61 6"CONC(N)IE=29.39
°
\ EX SSMH #3827
0 TO BE REMOVED
� I I
ss
SSMH #0072
RIM EL=30.92
10"CLAY(W)IE=22.62
�.0 ?'••
AL
8"PVC(N)IE=22.62
••
8"PVC(S)IE=22.52
LO
I
8"PVC(E)IE=22.62
0
'0
I
I
CONTRACTOR TO
D/W
RECHANNEL MANHOLE
BOTTOM
z
I
°a
"END SCHOOL ZONE"
w
I ai 3
a °
c
w
CONTRACTOR TO COVER OR BACKFILL
w
0
4.5' MIN. TRENCH WIDT
TRENCH PRIOR TO LEAVING SITE
a
I " z
PER STD PLAN 1 10 & 405,
d
I
I U¢
11'
I� m
30'
i�ri
"'cq SEE DETAILS ON SHEET
"X-WALK AHEAD"
d.
I
U-
co
C 1.31
"NO PARKING ANYTIME"
4
i ;; co
I w < 3
N
Imm
I
W
,;
a
a
SSMH #0065
° 0
RIM EL=31.03
I Z I Z
8"PVC(N)IE=22.33
DMQ I
a 4°
8"PVC(S)IE=22.23
le
I C.) I 3:
"NO STOPPING
4
I
4
OR STANDING"
H
I U) i
I
30
20
SSMH #3827 I
RIM EL=31.50
8"PVC(E)IE=27.50
(TO BE REMOVED)
SAW CUT LINE (TYP)
FOUND NAIL & WASHER STAMPED
"LANKTREE LS 45789" 0.01' N & 0.08' E
OF CALCULATED POSITION PER REF. 2
SSMH #2383
I RIM EL=32.39
I NEW 8"PVC(W)IE=26.94
I 8"PVC(E)IE=27'04 \
I
CONTRACTOR TO INSTALL
CONCRETE PLUG (MINIMUM OF
12" IN LENGTH) INSIDE EX 8"
SEWER PIPE TO THE SOUTH PER
STD PLAN 400.5, ON SHEET
C1.31.
CAPPED 4"
CLAY SEWER
SERVICE TO BE
RECONNECTED
4 TO MAIN BY I
EXISTING ;0a CONTRACTOR
\ 4 CAPPED SEWER ° �
STUB. TO BE
N88°38'40"W 127.94 �2 _
X '
I
CEDAR TREE LW�IDE
HEDGE ROW GATE UNDERGROUND
CONDUIT S 1
I
EX 8" SEWER PIPE BETWEEN
TPN:784130-0035 SSMH #3827 AND SSMH
ST ANTHONY'S SCHOOL
CONTRACTOR SHALL THEN
RECHANNEL MANHOLE TO
DISCHARGE WEST.
BUILDING
REMOVED.
a
m
ss -W ss
\�8" IE 26.94 a-
FEC
CONDUIT E
ABANDON EX SEWER PIPE SOUTH
OF EX SSMH #2383 IN PLACE.
#2383 TO BE REMOVED. ABANDON IN PLACE
336 SHATTUCK AVENUE S APPROXIMATELY 399 LF EX SEWER
RENTON, WA 98057 APPROXIMATELY 63LF.
PIPE BETWEEN EX SSMH #2383
AND EX SSMH #2382.
CONTRACTOR TO RESTORE SIDEWALK AND
DRIVEWAY PER STD PLAN 104 & 104.2. SEE j
DETAILS ON SHEET C7.03.
_ EXISTING UTILITY EASEMENT
2004-0042
TO BE VACATED
i
EXISTING GROUND
OVER SEWER PIPE
-
SSHM #3827
TO BE REMOVED
.
-
I I
a o
L
Q 12" EX WATER
-
IE 25.44 (APPROXIMATE
0.0267
8" PVC @
162LF
.
EX 8" SEWER PIPE BETWEEN
L
J
SSMH #3827 AND SSMH #2383
TO BE REMOVED.
APPROXIMATELY 63LF
.00
N
TT N N
-L ao v � h �o
_ �I CN
rr ^^ Co
= W
v)i_ ce 1:0
z 00 co SEWER
PROFILE OVER
PIPE
Z
HORIZ. SCALE. 1 "=20'
EXISTING GROUND ELEVA
VERT. SCALE. 1 "=5'
OVER SEWER PIPE (TYP)
a
0
M
h
M
NO.
i
N
M
- EX 8" SEWER PIPE
FROM SSMH #2383
30
- CONTRACTOR TO INSTALL CONCRETE PLUG
(MINIMUM OF 12" IN LENGTH) INSIDE EX 8"
SEWER PIPE TO THE SOUTH, PER STD PLAN
400.5, ON SHEET C 1.31.
CONTRACTOR SHALL THEN RECHANNEL
MANHOLE TO DISCHARGE DUE WEST.
20
REVISION
ss
OHPT
SSMH #2384
RIM EL=32.57
8"PVC(W)IE=27.97
°
a
°
4 4
4"
12'CLFE
6' CLF W
V
SCALE: 1" = 20'
0 10 20 40
A
pF•VAfyr'y
��ti y Z•.
41843
�.�'• GISTE9
�'�SlOninl EN���
01/01/2026
SURVEYED:
CORE DESIGN, INC. - A SANBELL COMPANY
SCALE:
1:20
DESIGNED:
JACK SHONKA, EIT
DRAWN:
JACK SHONKA, EIT
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
FLAVIO BAINOM
DATE
APPR
APPROVED:
MICHAEL A. MOODY, PE
WASTEWATER UTILITY STANDARD NOTES
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. 722.
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 PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE
WITH STANDARD DETAIL 472.
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.
PROJECT NO. 25294
VICINITY MAP
1 "=1500'
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.
CIVIL ENGINEER/SURVEYOR
CORE DESIGN, INC
72100 NE 195TH ST, SUITE 300
BOTHELL, WA 98011
CONTACT. FLAVIO BAINOTTI
FBAINOTTI @COREDESIGNINC. COM
APPLICANT
KNIPP CONTRACTING
725 E COVEY LANE
PHOENIX, AZ 85024
CONTACT: MIKE KNIPP
MIKE@KNI PPCONTRACTI NG. COM
SHEET INDEX
C 1.01 SEWER EXTENSION PLAN
C 1.02 SEWER EXTENSION PLAN
C1.03 TOPOGRAPHIC SURVEY
C1.31 DETAILS AND NOTES
SEWER LEGEND
ss SEWER PIPE
-ss ss - SEWER SERVICE LINE
O SEWER MANHOLE
SEWER FLOW ARROW
PROPOSED SAW CUT LINE
PROPOSED ASPHALT
PROPOSED CONCRETE
C PROPOSED CATCH BASIN INLET PROTECTION
C�11 Z Z PROPOSED 2-INCH HMA GRIND AND OVERLAY
PROPOSED 2-INCH TO 6-INCH HMA REPLACEMENT
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.
W
04
S- 4376 01 w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE DEVELOPMENT ENGINEERING W
PLANNING F
HBray 02/05/2026 VAM17'
DESIGN SURVEYING
WASTEWATER UTILITY REGIONAL FIRE AUTHORITY �NTp (/)
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 �
HORIZONTAL- NAD 1983/1991fir=CITY OF
RENTON
DATUM VASs'
Planning/Building/Public Works Dept.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
1-800-424-5555
jstowell 02/05/2026 APPROVED m dy4 p
cthomas 02/09/2026 4"'<F"E011 z
Dare O
ST. ANTHONY' _ S SEWER EXTENSION RENTON 11612026
336 SHATTUCK AVE S AGES.
RENTON, WA 98057 DRAWING NO:
SEWER EXTENSION PLAN c1.01 V)
SHEET: OF:
1 4