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COLFFESSM T`PE SJCF AS CLOW MEDALLION: M h H 923, MJELLDR
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JOINT NLT WITH _JGS. 5 -1/4" MAN V}I.VE CPENNG. -AO 2= /2"
HEIST MIN INNS NA ILAAI SIMIIARD HINFAI)S 4' PUM4R
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YPL OSVbi. =ULAL U U_ °V 'IC -MNURY C
SIANJAiD H 10' SIECI IN, 61 H REGLLAR BASE
S'CTCh I FROTH -O FT. VAI `/F NUT FX?NSION
AS R-0J1R -M
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- CONOtLIt U_JOUhG
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E CA la VALVn (F_ X WIT RAB'A G -509, RIES Um I SEA
1 6 51e DUCT-E
CO ROR P I- CUSS 52 CEMENT _DIED, LENGTH 0 FT
I 9 3 /c" caR ON Srr1 uF REDS.
16• x B• x 4• MI9NUV J 1/2 YARD Or 1 -1/4 %'.ASHED DRAIN ROC(
CONCREIL EEAFIVC V AROVF 800- F ANC, PI AOI Z V I
BLOCK U41I IVDRAV 'CLYCVIWLT= "1W IACONO TOP ANC SDCS 0-
::IAVL.
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YN 3' RA:XI.i
T CN= MAN RUCK At
1'6 i1
6" GOWCFL C >m 6 ` ) L 6' CONCR 1= PAD
CL I r11 I
- YDRAN- LOCA- ON N C.,- OR --L-
PUBLIC WORKS FIRE HYDRANT ASSEMBLY 5m. PLAN - 510.1
DEPARTMENT
4 T
MARCH 2010
(2)FIRE HYDRANTASSEMBLY
W3 NOT TO SCALE
RECESSED
UFT POCKET
I1" - 11 N.G SOCKET HD 2" A.C. 2 -0
SCREW 1 Jr LONG II�(
(BRONZE OR S.S) 1 I
Jr x 2" RAISED PADS •;:_� -
\\ Lai/ 6" CONE .
CLASS 3000 SAND OR
EXPANDABLE
FOAM
124'- WATER TIGHT
t PLUG
2"
45• (1/8) BEND
1 2"
tr
2"
12 I;
14" �VF
CAST IRCN RING AND COVER p�' PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
45' (1/8) BEND
1. 6" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
N. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0" TI/CX, 2' -0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE R NIC AND COVER.
41 PUBLIC WORKS S OR B INCH CLEAN•OUT Sm. PL41I - '1
DEPARYM@T7' FOR SANITARY SEWER MAINS 3EPTE1D3ER 2011
%518 OR 6INCHCLEAN- -OUT
W3 FOR SANITARY SEWER MAINS
NOT TO SCALE
13•.94• P ASTIC MFTFR AM FQIIAI TO DO SLATS FI ASTC,
N.^. RCF SFRIrS MSAG 1124 16 WTH t75' TF CS }11^11 F
RON DIAVCN� PLATE COV =R CQJAL -0 A13 -` h1CS PLASTICS.
NO MSC'EC- 1324 -11 'NT- RUDER LID AND 2' CRILIEC IDLE
-CR TV_r READ PI _C (SCE D- TAIL n -6j
PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M
KING COUNTY. WASHINGTON
a= Ivavllr
nvw r x.
,IN UNIM =F-vWC iCi T Cr '?I
WAY INSTALL NC__R COX AT
PROPrRTY Nr Am 12' r'
I ON:; CIIDP R IA.I FlI I:.
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METER TC EC .2
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COPPER N&NG
/
9' M
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N
FINIS CRFD
/
/ x =1PRCSS04 CMPUNG
i'
z
JJP JVhT U C N
21V MIN.
=S
54" MH
% =ROMAF 51 ACK N C -PrR
^pJ ERKC S ECK `/a .,L ML FORD
3' N V
CL "viN
�
','UL-- F: J/4-B -24N-2 W I AAGLL UALL VALVE ON INILI AID
1 60"
SINCLL CHECK YFJ.2 CN 0-IL --1
PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M
KING COUNTY. WASHINGTON
a= Ivavllr
nvw r x.
,IN UNIM =F-vWC iCi T Cr '?I
WAY INSTALL NC__R COX AT
PROPrRTY Nr Am 12' r'
I ON:; CIIDP R IA.I FlI I:.
S 5(A t p1l
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- 1000HRFA: YIAI -N
METER TC EC .2
SU'FUC:; B° TIC
C TY
T`T'E "<" SOFT
COPPER N&NG
/
IL SF4NCF TIN- O W_5F IS
I 'B'
-D BE NSTAL -ED IN THE FUI.FE
INS -ALL -ORD CH 33 OR 14 RIP
i 'D'
/
/ x =1PRCSS04 CMPUNG
i'
6" MIN.
JJP JVhT U C N
21V MIN.
J -'AA LR VAN 0
54" MH
% =ROMAF 51 ACK N C -PrR
^pJ ERKC S ECK `/a .,L ML FORD
5FRYCI I N- 10 M- Ft.
t41 /L- 1S'W -44 -334. CR WUUNAJ) 5 -,AS1z: 21- 2]S'MCCCJ3, LR
1 24" I.D.
','UL-- F: J/4-B -24N-2 W I AAGLL UALL VALVE ON INILI AID
1 60"
SINCLL CHECK YFJ.2 CN 0-IL --1
CORPORATOR SOP %111 BALL VALV°_. FCR3
,O? FRSFFR FOR ' MF7F2: °ORO V3 17) 1511' 44 44q OR
TAPERED 11RCAD f0C). QUICK , N-
VdONAI7 RRASS: I c15NYCC'44, OR MI : 1 R 24]0 D
(3/4' FB'000 -3 -C) OR AY MCDD44D 47G113
30TH NI AN- CUTLET '11TH Q_CK AO NT. PAD_OCK W%GS DV
(1` FB1000 -4 -0) OR AY •ACDCNAW 47O 'O
NS ANII CAL VALVE ANC SINGLE C ICCK VALVE ON OLT__ .
AL_ FTTKOS N111'JU_' J31L
NOTE:
PASSING
AL- MEILi 30XLS INSIAJI
'411HIN CUICiLIE OR PAVJ) -'RIV_'NA"5 SEAL_ U_
CAS- IBM =QUAI TO 0 "M -C = CUNDARY. FXPANSON .LINTS MASH RF INSTA117D ON
COO SC =S OF AMR 30x.
=1 FVA_1CN
Y.II 2' rl.•.. IOlr rC.R AYR rAU 0.0.1C
V1 ll R W AD; 10JO1N1 A.; 1), IC,
2 1/2" MIN. IRCR NLARLSI
AND FRONT EDG7 Or P- Do
RB rAL
I
NO
IN- ZEN UR OF HL -JL- VUS 4- Al LEAS I" FROM
Uh RNFATH R13S UV1 =SS TH= RIB SPACVG AI ICAS I-F
INC T -O ICI ITEM AGAINST TI- OPN SIDE 0- MORE DIAN
fM- RIB.
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CG
n3i
8 PUB LIC EDITS AM T WATER SERVICE SAD. PLAN - 920.1
NOVEMBER 2008
6" BUILDING SEWER PIPE
WITH 6" SOE CUTLET
1:3:5 MIX
CONCRETE
BLOCKING
x21314 "AND 1 "WATER SERVICE
�'WYNOT TO SCALE
�RROPERTY LINE
Y -O'
FUTURE
BUIIDc 1 SEWER
\
j `6, will
`2 "x 4' STUD NAINNG POST PAINTED
WIN
SURFACE CLEAMWT WON E W1H TIRE WORD "SEWNt' STENCILED
CAST IRON RUNG A COVER IN 3" NIGH BUCK LLTIFAS AMU 46 WINE
(FAST JoROM ROM WORKS °RAPPED AROTHE ME STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO 111E 1(IP OF THE STUD.
SPECIFY "SEWER' ON DD.
SEE SM. PLAIN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SCE SEWER CONECTIONS TO NAN
UNES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - WT IN A NEW SECTION BE SEWER MAN WITH
A NEW LEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONC I TM MAN - GOT N A NEW SECTION OF SEWER MAN WITH
A NEW TEE USING FLEMBUE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAN - CORE - DRILLED WTH A ROMAC SADDLE (OR APPROVED
EQUAL) OR WT IN A NEW LEE USNG RIM COUPLINGS
D. DUCTLE IRON MAIN - CORE - DRILLED WON A NOMAD SADDLE (OR
APPROVED EQUAL)
E MANHOLE CONNECTION - ALL CONFECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CARE- DRILLED.
('60" ALLOWABLE MAX.
/FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE OUTLET TEE
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER I 571D. PLAN - 4051
DEPARTMENT INSTALLATION
(SEWER NOUN TO PROPERTY LINE) JANUARY 2019
66__�STANDARD SIDE SEWER INSTALLATION
W3 NOT TO SCALE
WATE=R MAN -7 I A33 TIONA_ ADJ.;S -MCN IS
%T�RECUIRED, INSTALL 2 2" CLOSE
N PPLE AN- 2 -2" 9C' BE\D. SCREWED
2" Cl CSF NP? F Al HIS P9N1. IF L 1OCA I A� C LU IFH HC% IN
INTc 0 -1 CST RCN ECX N ' ;:VCC
OR N(RI- AREA1.
�-- 7 Cl CSI Nl: -P
2" 9C _30'N
7" So I 3t1'W \\
/ ` - - - -- 2" GAL ZED ?'_ AS R_OUIFED
V=RC IL 131_0C4 NG �-
DLAN
VALVE NU- CXT -NSICN AS REO IRE3
TWO PIECE CAST RCN VALVE (SEE D'W'C ZR45 / PACE OC ?O)
FIA1A 1() (:I YMPIC - OUNUtY CO. � fC30UN0 LN_ //-CCNCR_I_ SID_'NALK
S I ANUAIRD H" IO' SCION,
''W1 RI GUI AR BASI SI C I ION
'A'
I 'B'
n0111 10 111.
7" 111 SI IN .9 All
i 'D'
'1:
GATE VALVE, SCT ='WED
2" CA 'JAN ZI D
6" MIN.
P FE 12" _ONC
21V MIN.
T C_OS= NIPPLE
54" MH
HE 'Al-F\ ::AP OR PI LAG 0
f
AND 2" 901 C_3OY,•
1 24" MIN,
1 24" I.D.
60" MH
1 60"
1 i� ooh c•o�
AMAX, S-
INSTIF_ 4 MI_ = OLYETHYLE\E
1 42" MIN.
PLASTIC COVER OVER 'NASHEC
GRAVE_. CUT -CLE FOR PIPE
•
oe ,qp
_
a
y Z
0
10 CL. FT. WAS ICD CRAVE_
PASSING
1 1/2" AND RE -AIMED ON 1 /4• MESH
=OR DRAIN
=1 FVA_1CN
PLBEIC WORKS 1 2" BLOW -OFF
JEPARTMEKT PERMANENT ASSEMBLY
2 112" NST ( CSC)
AND 2 1/2" FNS _
CAP VAT- GAS <ET
2"x2 "x2" FIE AND 2" CAP
2" C OS- NIIIHF 131-1VI -FN I-F
AND 90' FI BC1V.
/' 9U' F How
SAD. PLAN - 940.1
MARCH 2010
x312 "BLOW-OFF PERMANENT ASSEMBLY
w NOT TO SCALE
I- W (SEE NOTE 7) - LIMITS OF PIPE ZONE
.,
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES.
1. PROVIDE UNIFORM SUPPORT UNDER BARREL-
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFlLL FOR DRAINS'
AS SPECIFIED IN THE AGGREGATES SECTION OF ME STANDARD
SPECIFICATIONS OR PEA GRAVEL
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -094 OF THE
STANDARD SPECIFICATIONS
PUBLIC PIPE BEDDING
DEPARTTIIGINT ET7T FOR SANITARY SElNER8 OCTOBER 2012
r7_'�PIPE BEDLIM FOR SAAUARY SEWERS
W3 Nor To SCALE
7'
a
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (Y MIN.)
SEE NOTE 6
MORTAR MOS) (3/8" MN.)
SEE NOTE 5
CONE (ECCENRIIC)
RUBBER CASEERD JOINTS N
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROTED EQUAL
(ADDER- POLTPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST N SHELF.
NOTES
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
PUBLIC WORKS 90. PLAN - 4001
DEPARTMENT STANDARD SANITARY MANHOLE
- -.. SEP3E1®ffit 2031
5- 311603
W- 371603
r4 _�STANDARD SANTTARYMANHOLE
W3 Nor To SCALE
call before you dry.
UTI L/ TT C 0 NFL I CT N O T E.
CAUTION.'
THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5
PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU
CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL
UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN
WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD
ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1
ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN
Cb S- 37760V W - 37766 3
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'A'
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'1:
48" MH
48"
6" MIN.
5-MIN
21V MIN.
21"1.D.
54" MH
1 54
1 8" MIN.
5.5" MIN.
1 24" MIN,
1 24" I.D.
60" MH
1 60"
1 8" MIN.
1 6" MIN.
1 42" MIN.
I 30" I.D.
NOTES
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
PUBLIC WORKS 90. PLAN - 4001
DEPARTMENT STANDARD SANITARY MANHOLE
- -.. SEP3E1®ffit 2031
5- 311603
W- 371603
r4 _�STANDARD SANTTARYMANHOLE
W3 Nor To SCALE
call before you dry.
UTI L/ TT C 0 NFL I CT N O T E.
CAUTION.'
THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5
PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU
CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL
UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN
WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD
ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1
ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN
Cb S- 37760V W - 37766 3
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