HomeMy WebLinkAboutzS-4123SetSECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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Date:
2022.09.3
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ENGINEERS CONSTRUCTION RECORD CERTIFICATION
rn THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
\� CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR THIS DOCUMENT DOES NOT
SANITARY SEWER PIPE C-5.
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
1
1500 GALLON GREASE
INTERCEPTOR
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
NAVIX CERTIFICATION Q
S=41230 BY O
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
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SURVEYED: SCALE: DATE:
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Z.NALL HORIZONTAL: NAD NAVD1983/1991 AO%LARCO/M U RRAY 09.26.2022 J
DESIGNED: CITY OF FIELDBOOK:
2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON
0 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWJ.GREEN VRI
RENTON 780 LOGAN AVENUE NORTH PAGEO
ONE INCH DATUM (�Q DRAWING N0:
Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE
G� J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. 98 RENTON WA057 Ci'5.0 a
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OVERALL SANITARY SEWER PLAN SHEET: OF: O
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SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET C-5.2 FOR CONTINUATION
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ARE PRIVATELY OWNED AND MAINTAINED.
SEE DETAIL 413, SHEET C-5.7 FOR CITY OF
RENTON WASTEWATER UTILITY NOTES.
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2022.09.3
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ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
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VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
Q
S-412302 BY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURVEYED:
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HORIZONTAL: NAD 1983/1991
DATUM
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RENTON
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Planning/Building/Public Works Dept.
ARCO/M U RRAY
TOPGOLF RENTON
780 LOGAN AVENUE NORTH
RENTON WA 98057
DATE:
09.26.2022
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DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
PAGE:OOK:
PAGE:
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
ONE INCH
DRAWING N0:
C-5.1
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
SANITARY SEWER PLAN
SHEET: OF:
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SANITARY SEWER PIPE C-5.
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOL
1
1500 GALLON GREASE
INTERCEPTOR
SSMH #2 (48")
12 LF 8" PVC
SSMH #1 (48")
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
SEE SHEET C-5.3 FOR CONTINUATION
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SEE SHEET C-5.1 FOR CONTINUATION
ALL ON -SITE SEWER PIPES, MANHOLES,
CLEANOUTS, AND GREASE INTERCEPTOR
ARE PRIVATELY OWNED AND MAINTAINED.
SEE DETAIL 413, SHEET C-5.7 FOR CITY OF
RENTON WASTEWATER UTILITY NOTES.
O 2 RECORD DRAWINGS
0 2 RECORD DRAWINGS
�a 1 RECORD DRAWINGS
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NO. REVISION
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
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SCALE: 1 inch = 30 ft. w
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11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
��,I WA
6ABET
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itally sign
y, nelle T flin
Date:
2122.09.3
418726:39:22-0
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ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
I
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
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VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
Q
S-412303
BY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ARCO/M U RRAY DATE:09.26.2022
TOPGOLF RENTON FIELDBOOK: J
780 LOGAN AVENUE NORTH PAGE:
DRAWING N0:
RENTON, WA 98057 C-5.2 a0
SANITARY SEWER PLAN SHEET: 60 0' �82j
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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SANITARY SEWER PIPE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOL
1
1500 GALLON GREASE
INTERCEPTOR
SEE SHEET C-5.2 FOR CONTINUATION
ALL ON -SITE SEWER PIPES, MANHOLES,
CLEANOUTS, AND GREASE INTERCEPTOR
ARE PRIVATELY OWNED AND MAINTAINED.
SEE DETAIL 413, SHEET C-5.7 FOR CITY OF
RENTON WASTEWATER UTILITY NOTES.
0 2 RECORD DRAWINGS NAVIX 09.29.22 JET
0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET
�p Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET
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NO. REVISION BY DATE APPR
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11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
��,I WA
6ABET
;tally sign
y nelle T flin
Date:
2022.09.3
A 418726:aQ:40-0
m
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
NAVIX CERTIFICATION
BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: SCALE:
Z.NALL HORIZONTAL: NAD 1983/1991 ARCO/M U RRAY
DESIGNED:
J GREEN o CITY O F TOPGOLF RENTON
DRAWN: '� RENTON
J.GREEN ONE INCH DATUM 780 LOGAN AVENUE NORTH
CHECKED: AT FULL SCALE RENTON WA 98057
J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept.
APPROVED: SCALE ACCORDINGLY SANITARY SEWER PLAN
J.TAFLIN
DATE:
09.26.2022
FIELDBOOK:
PAGE:
C-5.3
SHEET: OF:
61 82
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WASTEWATER UTILITY STANDARD NOTES
1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLOC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPVVA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPFCIFICATiONS-
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
?. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988- HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 198311991 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 INSPECTCR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONST'RUCTION-
4. THE HOURS OF WORK 1N THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WR171NG BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC
CONTROL PLAN MUST OE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBI-IG R I GHT-C F-WAY.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTON 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 5O AS TO AVOID DAMAGE OR DISTURBANCE.
THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH RCW 19-122 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 THL
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 (M3-19).
8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTIVI D 3034, SDR 35, OR
DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY.
9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUlDING 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 ENCASED IN A STEEL CASING THAT EXTENDS A MINIMUM OF 5 FEET
OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED
IN THE STATE OF WASHINGTON AND SHALL HAVE A 316ANCH MINIMUM WALL THICKNESS AND SHALL BE OF
SUFFICIENT SIZE TO ALLOW INSTALLATION OF THE SANITARY SEWER PIPF WHILE MAINTAINING CLEARANCES AS
RECOMMENDED BY THE CASING SPACER MANUFACTURER- STAINLESS STEEL CASING SPACERS SHALL BE
INSTALLED ON THE SANITARY SEWER PIPE AT DISTANCES THAT PROVIDE ADEQUATE SUPPORT TO PREVENT
SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE ENDS SEALS.
10- OPEN -CUT ROAD OROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS S;F[ALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03.8(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 E❑FRON OF THE WSDOTlAPWA 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 GRA❑F SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTS❑
ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE VViTH 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 SURVt=YOR.
STD. PLAN - 413
PRIPUBLIC WORKS WASTEWATER UTILITY AW ' �° -
DEPARTMENT STANDARD NOTES GAZ 9/11/2019 1
NtU7xb�xme, rf,.,wmwa RATE
GREASE INTERCEPTOR SINGLE VAULT SYSTEM
600 — 7,000 Gallon System
Dim 'A" _I
Clear Access Opening Controttbr To
Drill 4r Kno
Hole in
Groul Both Sides --Z-
Precast (}i4+ider —�
1„ _
Oroft
DETAIL 1
PLAN VIEW L5101
Bath Sides
Locking rrome &Cover
Vent Pipes Adjust To Grade Air & Go Tight
Optional 3 Places (2 Places On 577-GA)
f
b
Inspection Tee
INLET - Typical "LY :i_ OUTLET
Ter or I I
Elbow - I $
Water Depth I I ,
LJ N L�
a.
e '0- 0% a '-0
Grout All Around �_ Slot
Length @ol;h sides Leri th
SECTION VIEW AA
Galion Copocity
600
8uo
1C,00
1500
20UU
2500
30U0
4U00
5DUO
6005
70GO
Mader No.
577-GA
577-GA
4484-U
510E-GA
612-GA
612-GA
712-GA
712-GA
M4--Gk
816-GA
518•-GA
Dim "A'
7'-0'
T-0'
9'-D'
ll'-2"
12'-S"
12'-B"
13'-1"
13'-1"
15'-7"
19'-11'
19'-11"
Dim 'B-
4'-S'
4'-8-
9'-p"
5'-8-
B'-a'
B'-5"
is'-D'
a'-D"
9'-7"
9'-11"
Dim -C-
7'-G"
7'-0-
7'-2"
7'- 2-
8'-O"
sl-a.
8'-7-
8'-7"
W-0 1/2"
10'-5'
Dim -D-
S-7"
4'-9-
4'-2"
4'-3-
4'-7-
5'-6 1/2"
5-1"
6'-8"
7'-4-
7'-1'
a,-0"
water Depth Dlm -E-
S-3-
4'-4-
3'-10•
S-1r-
1 S-9 1/2-
c-9-
4'-8-
6'-3-
6--1
5-8•
6'-7
Design Criteria:
UnHorm Plumbing Code - hpp"diK H
Number OF Adaole want" Flew Retehlion $twOye - Cdpacily
Per Peak Hours x Rote x Tlme x Factor In Gafians
SCALE: 318 = V-0"
Notes:
1. Conemter. 25 Day Compresalwe StF"lh f'c = 7000 psi
2. Re0ar. ASlW A-615 Crads 50
3- tlem5h: ASTM A-1$5 Grade 65
4- Design' ACI-318-02 pullding Cade
ASTJ C-857 'Minimum Structural Design
Loading For Underground Proccet Concrete
UtRity Structures'
S. Loads: 8-2D truck Whorl w/ W% Impact Per AASHTO
B- FIII w/ Glean water Priur To $kart-r!p Of System
7. Ccn+lroalar To Supply do Install A!I Plping k Sampling Tees
8. Gray Water Only, Black Water Shall Be Carried By
Separate Side Sewer
lams SFwxm fore SAW Tp Change Wilhoul Narice
Issue Date- April2018
131 � 7592.2{1]& Oldcaslle precast, Inc.
1500 GALLON GREASE INTERCEPTOR
N TS
2 RECORD DRAWINGS NAVIX 09.29.22 JET
0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET
�Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET
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NO. REVISION BY DATE APPR
S-412308
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'ITF I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
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Date:
"`\���� UUUU 2022.09.3
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ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
NAVIX CERTIFICATION
BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
Z NALL SCALE. VERTICAL: NAVD 1988 ARCO/M U BRAY
HORIZONTAL: NAD 1983/1991 CITY O F
DESIGNED: %J.GREEN '- � RENTON TOPGOLF RENTON
DRAWN: 780 LOGAN AVENUE NORTH
J.GREEN ONE INCH DATU M
CHECKED: AT FULL SCALE RENTON WA 98057
J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept.
APPROVED: SCALE ACCORDINGLY SANITARY SEWER DETAILS
J.TAFLIN
DATE:
09.26.2022
FIELDBOOK:
PAGE:
C-5.7
SHEET: 65 OF: 82
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