HomeMy WebLinkAboutR-412346DocuSign Envelope ID: 6EECF5B6-642A-4E4A-B436-A317AA638878
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AFI638678
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L� TRENC4 WIDTH,
SEE NOTE S
PIPE ZONE BEDDING AND II
BA"FJLL, SEE NOTE 4
FOUNO
LEVEL
FOUNDATION MATERIAL,
IF REQUIRED. SEE NOTE 5
CIRCULAR PIPE
TRENCH WIDTH,
SEE NOTES
PIPE ZONE BEDDING AND
SPAN
BACKFILL, SEE NOTE 4
V/z
f
RISE
FOUNDATION
LEVEL -
RIGID PIPE NOTES,
1. PIPE COMPACTION LIMITS SHOWN ON PHIS PLAN ARE FOR PIPE
GON5TRUGTION tN AN WaANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH,
2. O.D. IS EQUAL TO THE OUTSIDE DJAMETER OF A PIPE OR TNf
OUTSIDE$FAN OF PIPE -A RCP[.
3. SE5 STANDARD A49D071APVVA SPECIFICATIONS SECTION 2 00.4 FOR
TRENCH WIDTH
4 PIPE ZONE BEDDING AND BACKFILL MATERIAL S14ALL JBE PLACED IN
S' LOOSE LAYERS AND COMPACTE3 TO 95%MAXfIMUM DENSITY.
5. EXCAVATE= UNSTABLE MATERIAL D❑WN TO FIRM SOIL AND REPLACE
VW TH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOT+APWA SPECIFICATIONS SEGTEDN S-03.17.
®GRAVEL BACJCFILL FOR PIPE ZONE BEDDING (WSDOT 6 03.12 3j}
OR MAINTENANCE ROCK (VYSDOT U-03. Dft))
FOUNDATION MATERIAL. L &"
IF REQUIRED, S€E NOTE 5
PYPE TYPE
MINIMUM
PUBLIC?
PRIVATE?
ALLOWED IN ZONE 1
COVER (FT)
OF T3iE APA7
CORRUGATED
211
YE5
YES
YES
STEEL PTE
SPIRAL RIB STEEL
20
YE6
Ya=S
YES
PIPE
PLAIN CONCRETE
PIPE (PCPI
20
NO
YES
ND
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
R3GP)
CORRUGATED OR
SPIRAL R1$
20
YES
YE$
ND
ALUMINUM PIPE
DUCTILE IROH PIPE
1.a
YE5
YES
YES
CIRCULAR PIPE
bUdMETER
MINIMUM DISTANCE
HETNIEEN RARRELS
112' TO 24"
12'
31Y TO 96'
❑VAMETER ! 3
102'TO 160-
49'
PIPS -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
tJ3" Ta 3&'
11"
43-TO 1421
SPAN 13
1148" TO 199"
IN,
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE LNTS;
STD. PLAN - 220.00
PUBLIC WORKS PIPE ZONE BEDDING AND ARPK
URII:I,
DEPARTI VENT COMPACTION - RIGID PIPE GAZ 9/28/2018 1
OATC
DocuSign Envelope ID: 6EECFSB6-602A4E4A-B436-A317AA638878
I
SEE STANDARD PLANS 110. 1113.1. 110.2. AND 1 T1 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS �
SPECIFIED IN CONTRACT DOCUMENTS
II
-- �-'---I�'---------
--- 1?'MIN.
---
E?LISTIN6PAVEMENT SURFACE
NEAT LINE TRENCH
6' MIN.. SEE NOTE 4
'CRUSHED SURFACING TOP COURSE' PER
WSDOT STD. $PEC 9-03-9(3), COMPACTED
TO gS% OF MAXIMUM DENSITY
'CRUSHED SURFACING TOP COURSE' PER
WSDOT STD. SPEC 9.03.9(3}.'BANK RUN
GRAVEL FOR TRENCH BACKFILL' PER
WSDOT STD. SPEC 9.03.19, OR TRAVEL
BORROW PER WSDOT 870_ SPEC 9-D3-14(11,
COMPA1TED TO95%OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS V OR GREATER
PIPE I \
PIPE ZONE BEDDING AND BACI<FILL
PER STD- PLANS 2M 00 AND 22C.Ia
I
SEE NOTE I
UNPAVED AREAS PAVED ALTERS
i
NOTES'
1. SEE WSG0TlAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2, EXCAVATIONS DYER 4' DEEP SHALL CON PLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3, MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED. AS
CETERMArno SY PIPE MIANUFACYURI=R.
4. IN PAVED AREAS, IF PIPE HAS LE SS THAN 3' OF COVER, USE 'CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE
5, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS,
UNUi55 OTH FRWISE NG1'i;O, pRQWINi;, iS NOT TO SCALE [NT$}
STD. PLAN - 22 p.20
PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PR D `�/28/2016 I
DEPARTNI ENT GAZ
."i[L woas �,1mnuisin GAT f
:45 AN
SEE NOTE 4,
LJM IT OF PIPE ZONE
PIPE ZQNJ= BECIDING AND T
9ACKFILL, SEE NOTE 5 }
s'
FOUND
LEVEL
FOUNDATION MATERIAL,
IF REQUIRED, SEE NCTE 9
®GRAV9=L BACKFILL FOR PIPE ZONE BEDDING {WSLIOT 9-0 .12(9)j
OR MAINTENANCE ROCK (WSDOT 9-03.9(4)j
FLEXIBLE PIPE NOTEB:.
1 FROVIDL UN IFORM vLIPFURT VNDLR DARRCLO
2, HAND TAMP UNDER HAUNCHES
3, DIRECTLY OVER PIPE, HAND TAMP ONLY
4. SEE STANDARD WSDOTlAPWA SPECIFICATIONS SECTION 2-0B.4 FOR
TRENCH WIDTH
5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL $E PLACED IN B'
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY,
&. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRIA SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDATJAPWA
SPECIFICATIONS SECTION 9-03.17.
PIPE TYPE
MINIMUM
PUBLIC?
PUBLIC?
PHUVATEY
ALLOWED IN ZONE T
COVER In)
THE APA7
LINE CORRUGATED POLYETHYLENE
PIPE (LOPE)
2-1)
YES
YES
YES
('0RRLIC,.ATFI7 PO YFTHYI FNE PIPF
{CPE) - TRIPLE WALL
2.9
YlrZ5
YEs
Yeas
PDLYVINYL CHLORIDE PIPE (PVC)
9.4
YES
YES
YES
SOLID WALL HIGH DENSITY
POLYETHYLENE PIPE (HDPE)
p-4
YES
YES
YES
DIAMETER
MINIMUMDISTANCE
BETWEEN BARRELS
t2"TO2r
12,
30' TO d6'
DIAMETER i 3
102" TO 19U"
W
UNLESS OTHERWISE NOTED, DRAWING 19 NOT TO SCALE INTSI
STD. PLAN - 220.10
URI
• PUBLIC WORKS PIPE ZONE BEDDING AND MOP
DEPARTMENT GAZ 9/29/2018 j
COMPACTION - FLEXIBLE PIPE
DA'EE
.45 m
l
T
ACTUAL REDUCER MAY BE ASSEMBLED
C MIDI
t
USING MORE PIECES THAN SHOWN.
GONE STYLE REDUCER
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:,.GTE: DIMENSIONS ARE FOR REFERENCE ONLY
THIS PRINT DISCLOSES SUBJECT MATTER IN'MEH DRAWN BY CIA LIATERIAL
31M VERONA AVE
ACTUAL DIMENSIONS MAY VARY
NYLOPLAST HAS PROPRETARY RMHTS. THE RECEIPT
BUFORD, GA 3WO
OR POSSESSION OF THIS PRINT UOES NOT ODNFER, DATE 2-"l
TRMSFER. OR LICENSE THE USE OF THE DESIGN OR
{ PHN 17NI I1=443
FAX [170) B32.249U
Xylo laS
TECHNICAL INFORMATION SHOWN HERRN REVISED BY JJC PROACT hrWNArME
! www.nAQPla*Uwcwn
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
pONTAINEO KKK OR MANUFACTURE OF ANY DATE 7-IM3
DRAIN BASIN WITH REDUCER OfTICNS
ARTICLE HEREFROM, FOR THE DISCLOSURE TO QTIEM
IS FORBIDDEN, EXCEPT BY SPEciFlc YRIr rEx
PERIASSION FROMNYLOPLPST. PM40 FrrL4pLAsr DWQ SIZE A SCALE 1:25 SHEET 1 DF 1
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HAVIX
-ITS 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
1 ZAR
itally sign
�j'� by nelle T flin
7�-'�_7r-Date:
`� U 2022.09.3
k 418s:3s:1 s-zoo'
IONAL
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
Z
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.
Q
NAVIX CERTIFICATION
Q
R-412346
BY
O
V
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURVEYED: SCALE: DATE:
ZMALL VERTICAL: AD 1 83/1 ARCO/M U RRAY 09.26.2022 LL
HORIZONTAL: NAD 1983/1991 CITY O F
DESIGNED: PRI
TOPGOLF RENTON EIELDBDOK:
� 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RENTON 780 LOGAN AVENUE NORTH PAGE: O
: S Al' DRAWN: I _
0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET J.GREEN DRAWING NO: r0 ONE INCH DATUM
0 4 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 Ci�3.11
p� J.TAFLIN SCALE NOT ONE 11' GLY Planning/Building/Public Works Dept.
IL
NO. REVISION BY DATE APPR APPROVED: DRAINAGE DETAILS SHEET: 0F: O
J.TAFLIN 46 82