HomeMy WebLinkAboutR-404910DocuSign Envelope 10; 6EECF5B6.602A4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF586-602A4E4A-B435-A317AA638878
DocuSign Envelope la: 6EECF536-602A-4E4A-B436-A317AA638878
DocuSign Envelope 10; 6EECF5B6.602AAE4A-B436-A317AA636878
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TRENCH WIDTH,
ME NOTES
PIPE ZONE BEDDING AND 111
RACKF ILL, SEE NOTE 4
9"
FOUNDATION
LEVEL
FOUNDATION MATERIAL.
IF REQUIRED, SEE NOTE 5
O.D
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND SPAN
BACKFILL, SEE NOTE 4
7
RISE
FOUNDATION
LEVEL
RIGID PIPE NOTES.
1. PIPE COMPACTION LIMITS SHOWN CN THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT FOR PIPE CONSTRUCTION IN
A TRENCH; THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH,
2. O.D. 15 EQUAL TD THE =SIDE DIAMETER OF A PIPE OR THE
OUTSIDF $PAN OF PIPE -ARCH.
3. SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH
4 PIPE ZONE REDOING AND BACKFILL MATERIAL SMALL 9E PLACED IN
6- LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY.
5_ EXCAVATE U NSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
W SDOTIAPINA SPECIFICATIONS SECTION 9.03.17
®
GRAVEL BACKFILL FOR PIPE ZONE BFUDING IWSOOT %-0N-AZ(3A OR MAINTENANCE ROCK IWSDQT 9-LI9.W41)
FOUNDATION MATERIAL, L 6"
IF REQUIRED, SEE NOTE 5
PYPETYPE
MINIMUM
PUBLIC?
PRIVATE?
ALLOWED INZONE I
COVER [MOIF
THE APA7
CORRUGATED
2-1)
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
26
YES
YES
YES
PIPE
PLAIN CONCRETE
PIPEIPCP}
213
NO
YES
NO
REINFORCED
CONCRETE PIPE
1,0
YES
YES
NO
IRCP)
CORRUGATED OR
SPIRAL R113
2J3
YES
YES
N0
ALUMINUM PIPE
DUCTILE IRON PIPE
1.0
YES
YES
YES
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"
12"
3(r TO S6'
DIAMETER 13
102" TO 180"
4V
PIPE-ARC16
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TD 36"
12"
43, TO 142"
5PAk f 3
148" TO 199"
48'
UNLESS ❑THERVVISE NOTES, DRAWING IS NOT To SCALE INY51
STD, PLAN - 220,00
��y PUBLIC WORKS PIPE ZONE BEDDING AND APP$ ED
[ice ❑EPARTMEI�T COMPACTION - RIGID PIPE GAZ 917$I2018 1
ELAN
TESTING DETAIL
so rr
• C NEW 0,1, WATER LINE
TAPPING TEE (MJxFL) VERTICAL CRO5S(MJxFL) FOR POLYPIGGING
TAPPINC GATE VALVE (FL XMJ) 1-13LIND FLANGE ON TOP WITH 2- TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-EIUNO FLANGE ON BOTTOM
AND 2-;NCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2-TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
FINAL CONNECTION DETAIL
f ' NEW D-I. WATER LINE
AFTER ALL CLEANING 8Y POLYPIG; PRESSURE It5TING
AND DISINFEC1TON, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) de 0.1. SPOOLS
FINAL CONNECTION ElY CITY FORCES
NOTES;
1. TAPPING TEES 5HALL LIE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL 13E WATER TESTED BEFORE YAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER T14AN THE EXISTING MAIN.
.3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4- WET -TAPPING OF EXISTING CITY OF RENTON WATER MAIM WILL BE DONE BY
$PEER TAP OR SUPERIOR TAPPING IkC-
5- CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LIME OR STAB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
'•. CITY FORGES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D_I. SLEEVE AND MI. SPOa_
STD. PLAN - 300.1
r� PUBLIC WI7RTtiS CONNECTION TO WATER MAIN WITH
« ' DEPARTMENT TAPPING TEE & VALVE MARCH 2010
:45 M
SEE NOTE 4_
IJMIT OF PIP€ ZONE
PIPE ZONE BF--
BACKFILL, SE
FOUNC
LEVEL
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE S
FLEXIBLE PIPE
® GRAVEL BACKFILL FOR PIPE IONE REDDING (WSDOT 9A3.12I31)
OR MAINTENANCE ROCK (WSDOT 9-03.9(4D
FLEXIBLE PIPE NOTES:
1 PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2 HAND TAMP UNDER HAUNCHES.
3. DIRECTLY OVER PIPE, HAND TAMP ONLY_
A. SEE STANDARD W540T1APYVA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH
5 PIPE ZONE BEDDING AND BACKFI ILL MATERIAL SHALL 9E PLACED IN 6'
LOOSE LAYERS AND COMPACTED TG 95% MAXIMUM DENSITY.
B EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WI TH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WEDOTIAPWA
SPECIFICATIONS SECTION 9-03.17-
PIPE TYPE
MINIMUM
PUBLIC?
PRIVATE?
ALLOWED IN ZONE 1
COVERIFTI
OFTHERPA?
LINE CORRUGATED POLYETHYLENE
PIPE (LL:PE)
2-1)YEs
YES
YES
CORRUGATED POLYETHYLENE PIPE
ICPE)- TRIPLE WALL
2.9
YES
YES
YES
POLYVINYL CHLORIDE PIPE (PVC)
3.0
YES
YES
YES
SOLID WALL HIGH DENSITY
20
YES
YES
YES
POLYETHYLENE PIPE tHOPE)
OTAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TD 24'
12'
30' TO 96"
DIAMETER 13
102" TO 100"
49"
UNLESS OTHVR1Al15E NcltO. DRAWING IS Hot TO SCALE [NT$(
STD. PLAN - 220.10
• PUBLIC WORKS PIPE ZONE BEDDING AND pPR D
DEPARTMENT GAZ 9/28j2418 j
COMPACTION - FLEXIBLE PIPE
Pa1161Mmb 41mnl-,aic hw-
DATE
13'n24" PLASTIC METER MIX EQUAL To MID -STATES PLASTIC"
INC. BCF SERIES MSBCF 1324-18 WITH 1,75- THICK DUCTILE
HRON DIAMOND PLATE GQVEH EQUAL TO MID -STATES PLA5T1C5.
NC. MSCBC--1324 R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
36" MIN COVER
NEW DUCTILE
IRON
WA TER MAIN
R" MIN .
12" MAX
FINISH GRADE
if
N C) O
22 -1 /2'
CITY
PRIVATE
PI Pee.
PWN6
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
91
PROPERTY LINE WITH 12'
Cc LONG COPPER TAILPIECE.
M
ccSIDEWALK
'CI'TY
FTOUCHREAD WATER
METER TD BE
12"
SUPPLIER BY THE
x
-TYPE "K" SOFT
o 0
COPPER TUBING
IF SERVICE LINE TO HOUSE 15 3/4" OR I"
TO 13E INSTALLED IN THE FUTURE GALVANIZED
INSTALL roRD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
`LDOP DOWN TO CENTERLINE
DF WATEn MAIN TO
PROVIDE SLACK IN COPPER
COPPERSETTER FOR 5_/8"x314" METER: FORD
SERVICE LINT! TO METER.
V13H72-15W-44-330, OR McDONALD BRASS: 21-275WC0033, OR
MUELLER! Sr4-13-247D-2 WITH ANGLI` eALL VALVE ON INLET AND
SNIGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD
COPPERSETTER FOR 1" METER: FQRD VDH72-T5W-44-441]. OR
TAPERED THREAD (CC). -QUICK JDINT
MCODNALD BRASS: 21-4T5WCQQ44, OR MUELLER' 1-8-2410-2
'3/4- F81D00-3-6) OR AY MCDONALO 47015
BOTH INLET AND OUTLET WITH QUICK' JOINT. PADLOCK WINGS -ON
1" F91400-4.-0) OR AY UCDDNALD 4701E
INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH DUICK JOINT.
NOTE_ -
ALL METER BOXES INSTALLED WITHIN
CONCRETE OR PAWD DRIVEWAYS SHALL BE
CAST-IRON EQUAL To ❑LYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SITES OF METER BOX.
I L - A DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1/2' MIN. FROM NEAREST
AND FRONT EDGE OF PIT LIT?
F
rYPIcAL
1
RO
1
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST I" FROM
UNDERNEATH R155 UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
PUBLIC WOIZIk.' 4" AND V WATER SERVICE STD. PLAN - 320.1
■
i DEPARTMEN]
NOVEMBER 2009
J3NP EN GI N EERI N G
1735 POINTE WOODWORTH DR NE
TACOMA, WA 98422
(206) 730-3348
NO.
REVISION
:45 M
I
SEE STANOARal PLANS 110. 11D.1, 110.Z, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
12• MIN. EXISTING PAVEMENT SURFACE
NEAT LINE TRENCH
BENCH AS NEEDED FOR f
SHORING SYSTEM WHEN J/
DEPTH IS W OR GREATER _
PIPE
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.30 AND 220.10 in/
UNPAVED AREAS
I
SEE NOTE 1
PAVED AREAS
I
6' MIN. .6EE NOTE.4
"CRUSHED SURFACING TOP COURSE' PER
WSDOT STD. SPEC 9-03.9(3}- COMPACTED
74 95%GF MAXIMUM DENSFTY
'rRUSHED 5URFACING TOP COURSE' PER
WSDOT STD. SPEC 9-03.9(3). "BANK RUN
GRAVEL FOR TRENCH BACKFILLa PER
WSDOT STD. SPEC 9-0a.19. OR'GRAVEL
BORROW" PER WSDOT ST6_ SPEC 4-03.14{1 },
COMPACTED TO95Ye OF MAXIMUM DENSITY
NOTES:
1. SEE WSDDTIAPWA STANDARD SPECIFICATIONS SECITDN 2409-4 FOR
MEASUREMENT OF TRENCH WIDTH.
2- EXCAVATIONS OVER d' DEEP SHALL COMPLY WITH THE SRFETY STANDARD
DESCRIBED IN CHAPTER 29r,155 PART N OF THE WAC
3_ MAXIMUM SACKFILL DEPTH ABOVE PIPE SHALL NOT RE EXCEEDED, AS
DETERMINED BY PIPE MANUPACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE'CRUSHEO
SURFACING TOP COURSE' FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE
5 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS,
UNLESS OTHERWISE NpTEG, DRAW LNG 15 NpT TO 5CALE IN T51
STb. PLAN - 220.2:Al
PUBLIC WORKS TYPICAL TRENCH AND BACKFILL [PROVED
�Iz812j
DEPARTMENT CAZ P.Ie1.1YmLx A,ImMoioiw
SURVEYED:
DESIGNED:
J3NP
DRAWN:
J3NP
CHECKED:
J3NP
BY DATE APPR APPwmD-'
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 19MIlNI
DATUM
:4S Ar
PRIVATE ROOF DRAIN
COLLECTOR PIPET
L07 LINE, TYR 6' OIA MIN..
G" QK MIN. ROOF DRAIN PRIVATE TYPE 1 0 5% MIN. SLOPE.
5'MIN. CATCH BASIN
STULJ WITH CLEANOUT (TYP,d (Typ ) 2 FT MIN. COVER
HOUSE (FYP,T
I I I
I I I
a MIN. *�
SD ® SO 3D 90
PRIVATE JOINT
UTILITY EASEMENT CURB, SIDEWALK CD'Y STORM DRAIN (SD} SYSTEM
5'MIN. WIDTH
R.0 W_ LINE PRIVATE STORM DRAIN [SD) SYSTEM,
a" MIN- DIA. PIPE, SEE NOTE 1
ROOF DRAIN TO CONNECT INTO CITY
CATCH 9ASIN ICU). MIN, SLZE TYPE I
CLEANCut TYP AT EVERY 9T.
DA 2ND 45' tIEND, AND AY 103' MAx
SPACING ON STRALGHT SECTIONS
NOTES:
1 SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS
2. THE ROOF AND FOOTING DRAIN SYSTEMSARE PRIVATELY MAINTAINED.
3. FLOW PATTERN SHOULD BE TO THE NEAREST CS IF GRADE ALLOWS. OR TO THE NEXT DOWNSTREAM Co.
4_ R.GOF GRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAA PEAK FLEW.
5. PVC PIPE MUST BE SOR 35OR7HICKER AND MEETTHE REQUIREMENTS OFASTMD3034.
$. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MLJ5T RE WHITE IN COLOR
7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NIT To SCALP I N I'S 1
STD. PLAN - 225.00
� PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR
% ❑EPARTMENT C7AZ 9/2812018 1
COLLECTION SYSTEMDATr
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04/17/2019
w . CITY OF
RENTON
Plonning/Building/Public Works Dept.
:45 Al'
R-404910 I z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS `-LJ
DEVELOPMENT ENGINEERING
jchavez 04/23/2019
Q
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DATE:
SINGH & SAHOTA RESIDENCES 2/11/19
112 9& 1133 N. 3 3 R D PLACE PALDBooK:
CIVIL PERMIT PGE _
DRAWING 140:
N 33RD PLACE STREET IMPROVEMENTS R4
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MISCELLANEOUS NOTES & DETAILS SHEET: 4 OF:
6