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HORIZONTAL BEND
4 J
TEE
1
-Taj�A TI�Q
17? \
VERTICAL BEND
SHIM PLA.IE
L-13LANK PLUG
PLUGGED END FOR
FUTURE EXPANSION
PAY 17, 2U11
FUF NAME
A4: \SODS CREEK W&S'
511
FPONT
VALVE MARKER POST
VALVE MARKER POST WILL DE
REQUIRED UNLESS VALVE IS IN
PAVEMENT AND TOP OF VALVE
BOX IS AT FINISHED GRADE.
9
\
VALVE ANCHOR PLUGGED TEE
f f\tip `� \ •.
'T77-
G�
OFFSET PLUGGED CROSS
-1" BARS
ALTERNATE PLUGGED CROSS
VERTICAL BEND
NOTES:
1. ALL CONCRETE FOR BLOCKING SHALL BE A
FIVE (5) SACK MIX.
2. ALL BLOCKING SHALL BF POURED AGAINST
FIRM, UNDISTURBED EARTH,
CONCRETE BLOCKING
D ETAI L
:ALE DISTRICT APPRCVAI DATE ePPRO>.+ED
NTS K.V. JUNE 02, 20I1
:SIGN STANDARDS\VJTR DTLS\Wv I DWG. NO W-1
�I 16" —
'S1DL FRONT
BLOW -OFF ASSEMBLY
MARKER POST
BLOW -OFF MARKER POST WILL
BE REQUIRED UNLESS BLOW -OFF
IS INl PAVEMENT.
1-
1' 1' CLEAR EDGE OF PAVEMENT
w
v
i (tip + f," I IIJA PAVING
e i N /
/ MATCH EXISTING GRADE-7
ct I I I / V CLEAR /
L 1Il
-I— I - 16"-24" CAST IRC14
-{ffi.w PROTECTIVE PAD �• VALVE BOX W/ LID
i I MARKED "WATER"
V\ SERIEb 9400 OR AS
APPROVED BY DISTRICT
ATCRMAIN-',
PROTECTIVE PAD) I ua-1-1
WATERMAIN
PLAN 5E(;_I I UIJ
VALVE BOX PROTECTIVE PAD
NOTE:
MARKER POSI SHALL EE PAINTED WITH 2. COATS OF WHIT[ PAINT,
LETTERS SHALL BE 2" II!GII AND STENCI-=D IN BLACK PAINT, MARKER
POST SHALL BE I.00A70 10 FT. (MIN ) AWAY FRUM EDGE OF ROAD WAY.
VALVE BOX PROTECTIVE PAD
1 AND MARKER POST
Er'
SION DATE SCALE DISTR{C7 APPROVAL DATE APPROVED
MAY 17, 2D71 NTS K.V, JUNE 02, 2011
$EnL NAME
: \SODS CREEK Vh%tS\DESIGN STANDARDS\WIH U1LS\W-13 DWG. NO. W-13
W I W I l+l
ZI x
� IC
w
L
cr
W V C7
--WITH SIDEWALK: METER WITH CURB: METER— - a
LOCATED 1' BEYOND OR I LOCATED V BEYOND OR
AS DIRECTED BY DIST. AS DIRECTED BY DIST.
r L8" LAIN.
MIN. COVER 10" MAX.
ANGLE CURB STOP W/ LOCKWING 3' MIN. COVER
CLASS 200, HI 1' PLASTIC WATERMAIN SERVICE SADDLE
PIPE, AS APPROVED BY SCWSD; AND CORPORATION STOP (SEE
EXPANSION LOOPS MUST BE STANDARD DETAILS W-15 AND
HELD FLAT AS POSSIBLE W-20)
ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK
z
J I J
lu g
IL 1
24" (TYP) -- ---�
3' MIN. COVER
-�---- 8„ MIN
10" MAX.
- ANGLE CURB STOP W/ LOCKVIING I 3' MIN. COVER
CLASS 200, HI-MOL 1" PLASTIC 4ATERMAIN SERVICE SADDLE
PIPE. EXPANSION LOOPS MUST AND CORPORATION) STOP (SEE
BE HELD FLAT AS POSSIBLE. STD. DETAILS W-15 & W-20).
ROADWAY WITH DITCHES
NOTE;
METER BOX SUPPLIED BY DEVELOPER OR
CONTRACTOR; METER BOX SHALL BE PER
STANDARD DETAILS W-17 AND W-18.
5p0$ CR�F� TYPICAL ROADWAY SECTIONS
FOR RESIDENTIAL SUBDIVISION
REVISION DATE SCALE DISTRICT APPROVAL DATE APPROED
IAAY 17, 2011 NTS K.V. JUNE 02, 2011
c^
�& FILE NAME SE+I♦E"Sl Q, DWG. NO. W-2
M:\SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-2
CUBE
KNESS
7UIRED)
Z2 1�4" CUBE (INSIDE MEASUREMENTS)
1/6' MINIMUM THICKNESS
NOTES:
LENGTH AS REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE.
EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4)
FEET BELOW FINISHED CRADE, EXTENSIONS ARE TO BE A MINIMUM OF TWO (2)
FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE.
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO (2) COATS OF METAL PAINT.
VALVE OPERATING
NUT EXTENSION
REVISION DATE SCALE DISTRICT APP OVAL DATE APPROVED
MAY 17, 2C11 NTS K.V. JUNE 02, 2011
$ FlLE NAME . M: SODS CREEK W&S\DESlCN STANDARDS\VYTR DTLS\W-14 DW(3. N0W-14
r'
HH I'L�uT_LLL; T
c
x SLE IaUTES—\
H•rDRA11T RIJI:.
1. LENGTH ESTAOLI5HEG Ohl r. AS .%PPROVE11 L'Y p15 Rlc1
A. USE o" DI PIPE. FLANGEU CS,C'Ri P.I.R15 ONLY).
S. 04 c' 01 P PE. IAJ WITtl 2 3/4" STEEL TIC RODS M-ni
O'1E HEAVY CUA.T or COAL TAR PRr.SERVATVF. rNl TIC
RODS, IIUTS All') BOLTS AF'IFB I-"IId 1 A1101J.
AIEGALUGE CAI.1 BE PROVIDED :11 LIEU fF TIE RODS
HYDRArIT:
I. SHALL BE EA.NSEO & PRIME COATED VATH bEAVY Our
BRLS11 T'fPE PRIMER OR A-'PROVEr, EOVAL. AL,_ HYDRAHrS
S'IAL,. OE PAINTED YE"LJ'N. TIYG WP COA-`; SIIA-L OE
OIL RESISIANT ENAIJEl,CRUSH T`PC OR APPROVED _DUAL..
2. STE1101. ON FACE Cr HYCRAJII UARit-L I•IL DISIAIICE
FROLI HYDRANT 10 GV. IN' FEET %NTH 2' ❑0tl< LETIE11%
_. SURFACE TO BE GRADED U1IIFOR.IL'i AROUND NYWIANI
(i8- RADIUS). SLUPE AWA:r Y11 BRUSH F111'SII
.. INSTALL STIMS0111TE L1;:DEL BE -A OLJC REFLECTIVE
PAAPENT MARKER. OR EQUAL, OII NWRAIII SDE OF TtE
CENTCR LII'IE CF TH- ADJACENT Sl'IEET III DIRE:T UIIE
W+H THE rIYDF.;.NT.
- rintES:
1. RDO'29Y TtDE RETAINING WAL_ TO 5E PRO't1]Efi PHERE
NECEHAR" RI CUT CR FILL :dices
2. NO CN-RD POSTS
Y
-6" TilrX CONC
PA,'
J
,�,:.
j •GlZYirrtiS4Tk1xKSA:!r;ciw;C
VERTICAL•. -.
1; 4" BAKE --
6" THICK
_
FIRE HYDRANT Ili FII_I
CONA7I'
FIRE HYDRANT LOCATION
--- - - --- - --- --
MIN
IN CUT OR FILL
.:"*
FuISN F
(ALI ,.R01RR
I
1/ 2 YARD 11J4"
F
WASKED ROCK
—I AGE CF •vE6: r�CAL
CURD
D' TO 5'
18--7.11' CAST IRON
VALVE, BOY: 71/ LID
IeARIctD "IVATER"
' SEaIFS 94M OR AS
SICIEV1Al.K APPROVED 51• L'137llCT
!l
6' ;:4 N. VALVE
CL 82 V :.1. RIFE
�. ;
WIICITC II:-f
THRUM dLCCI:
1-4'a@"ai6" MIN.
C:14CRETE BEARING DLOCR
fi° TIIICI. I;_1 �
PAD
FIRE HYDRANT ASSEMBLY
F I RE HYDl,A.Id I PI Afj V I EC;
FIRE HYDRANT ASSEMBLY
1 •` 1 VERTICAL CURB
Y� •� I:LVIS11s4 NAIL SCAI1
C.,QES; i1Sf_fYl3 t•ITt: r! d :U& 'r,i5; 7u1
/r 5'f:'1Y613 FLE NWE --
F Nrl A �00 C.MC',%VATFN\11-s D` � 7 W-5
—CORPORATION STOP
MUELLER B-20013 (IPT)
OR FORD F8500
WATER SERVICE
ROMAC 101-S POLYETHYLENE PLASTIC
STAINLESS STEEL I PIPE WITH FORD NO, 72
STRAP SADDLE STIFFENER INSERTED IN
(IPT) OR EQUAL t ) END OF PIPE
CLASS 52
DUCTILE IHON
WATER MAIN
PLAN
CORPORATION STOP
COMPRESSION PACK JOINT,
FORD C16-44 (IPT) PACK
JOINT COUPLING CLASS 200
OR MUELLER H-15454
COMPRESSION
PACK JOINT
COUPLING
WAVER SERVICE-ld- --
STIFFENER INSERT
5s" , "'�ROMAC
101-S
STAINLESS STEEL
WATER AiAIl1
STRAP SADDLE
(IPT) OR EQUAL
NOTE L
1, SERVICE LINE FITTINGS: ALL FI-ITINGS SHALL BE CAST FROM WATER WORKS BRASS
CONFORMING TO CBOO.
2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM 0-2239, SIDR 7, PE 3408
(HI-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE.
WATER SERVICE CONNECTION
ONE INCH
Y REVISION DATE SCALf. DISTRICT APPROVAL DATE APPROVED
Id AY 17, 2011 NTS K.V. JUNE 02, 2011
d SR1PEd Q FILE NAME
M:\SCOS CREEK W&S\DESIGII STANDARDS\V1TR OTLS\V.'-15 DWG. NO. I W-1 j
e
f
;1
C161==
I
DI PIPE I THRUST BLOCK (TYP)
(SEE DETAIL)
F PLAN
ELEVATION
PART NO.
PART DESCRIPTION
BLOW OFF SIZE
4"
6„
81.
A
D.I. TEE (FL x MJ) BRANCH SIZE
1"
6"
8"
B
G.V. (FL x FL)
4"
6"
B"
C
90' BEND (FL x MJ)
4"
D
RISER D.I.P. x LENGTH AS REQ'D
4"
6"
8"
E
MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT
4"
6"
8"
(3" IPT FOR 4" BLOW OFF)
F
PLASTIC PLUG
3"
4"
4"
G
BLIND FLANGE (AFTER FLUSHING, REMOVE
4"
6"
8"
GATE VALVE & RISER)
H
MJ PLUG
MAIN
SIZE
• TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED.
ALTERNATIVELY D.I. TEE (MJ x MJ) WITH PLUG, SUBJECT TO FUTURE
EXTENSION & GATE VALVE.
4", 6" OR 8" TEMPORARY
BLOWOFF ASSEMBLY
L
REVISION DATE SCALE DISTRICT APPROVAL GATE AP?ROVED
MAY 17, 2011 NTS IC,V. JUNE 02, 2011
FILE NAME
M:\SOOS CREEK W&S\DESIGN STANDARDS\W1R DTLS\W-11A owG. NO. W-11 A
1" MIN. - 2" MAX. FROM INSIDE
FRONT WALL OF METER BOX
(TYPICAL FOR ALL SERVICES)
COMPRESSION PACK JOINT
ADAPTER, MUST BE CAPABLE OF
RECEIVING 3/4" OR 1" ANGLE
STOP WITH NO ADDITIONAL
FITT114GS
1" HI-MOL PLASTIC PIPE, CL 200
- 6" TO TOP OF
ANGLE STOP
3/4" & 1" SERVICES
(TYPICAL)
FOR STANDARD 5/8"x3/4" METER,
USE 3/4" ANGLE STOP W/LOCK
WING, FORD NO. KV63-342W OR
---} MUELLER H-14259 SERIES.
FOR 1" METER, USE 1" ANGLE STOP
W/LOCK WING, FORD NO.
ICV63-442W OR MUELLER H-14259
SERIES.
SINGLE SERVICE
NOTES;
1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE
DISTRICT.
2. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS,
HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SI4ALL BE A MINIMUM OF
3 FEET FROM OTHER WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF
ASSEMBLIES.
3. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER
STANDARD DETAILS W-17 AND W-IB.
TYPICAL SERVICE
DETAIL
SC T
REVISION DATE I DISTRICT APPROVAL DATE APPROVED
8-23-14 PITS
5vm� K.V. SEPTEh48EP. 23, 2Dt`}
I 11AAIE
R: \CAD\OETAIL\AUTOCAD\SOOSCRK\WATER\W-16 DWG. NO. W-16
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BASE MAP F-2
PLAN REVIEW #12-891
SHEET 4 OF 5
DRAWING F2.013