HomeMy WebLinkAboutW-386402LU
z
0
LLJ
)I
0
Ir
a_
0
X
U)
0
z
.j
U)
OPEN PATTERN, RETURN BEINC - 180*
2" GALVANIZED IRON PIPE FIELD
LOCATE
2" 90* EI - 80W
CUT OPENING AS REQUIRED, AFTER
T— iNSTALLAT1,10N, GROUT AROOND PIPE,
2" "';NON
2" BEEHIVE STRAINER -N. dr
SH,*RT NIPPLE
/ —2- 'CLOSE NIPPLE
x2 x2 TEE 2" JN*N
17"x.30*' PIAS'PC METEk 8OX EQUAL TO WiD STATES
PLAS11C. 8CF' SERIES 1730-18 )MJH 2' THICK DUCTILE
(RON DIAMC)ND P�,ATF. 18"01" k4SC9C. 17,50W
2' BRONZE GAT" VA.LVE, SCREWED EQUAL
TO RED-Wflll At -E CORP, FIG N
280
2' RE&UENT SEAT GATE VALVE WITH
W/ THREADED ENDS
2" 90* QF-N[)S
BRASS 90* BENS WITH CLOSE
r w.WPPLE BETWEEN BENDIS
2" GALVANIZED JR0N PIPP TO PIT -
CLOSE
T
�fPPLE
12" KON, 2 CORPORATION STOP 90' BEND,
I.P. THREAD TO GOPPER, EQUAL
TO FORID F8 504),
TYP I- K SOFT 'S
COPPER TUBING TO OF
DMIDLE STRAP SERVICE CLAMP WITH 2'*
>PS TAP TO FIT, EQUAL TO MUELLER CO.
L
9(D' ELBOW
D €DL E STRAP SERVICE CLAMP WITH 2"
WASHED GRAVE1, PASSING IPS TAP TO FIT, EQUAL TO MUELLER CO,
112"b AND RETAI
INED ON' Z- XIR AND VACUUM VALVE 2" ASSEMBLY
1/4" MESH' FOR DRAIN APCO NO, 1452C OR EOXJ`iAL,
NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT 0 LINE, IF HIGH POINT LAI.S IN A LOCA'TDON
WHERE ASSEMBLY CANNO'7 BEINSTALLED, PROVIDE ADDITIONAL DEP',"H
i
OF LINE TO CREATE A HIGH POINT AT A OCAT!ON WHERE ASSEMBIY
L
CAN BE INSTALLED.
LOCA!'E AIR VACUUM METIER BOX OUl'SiDE. OF TRAPFI(" AREAS, IN
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
340.4
SM. fUN
+: 2" AIR& VACUUM RELEASE
ASSEMBLY
A
11-1/4' BEND 22-1/2' B END 45' BEND
--7)
CAP � f �-
TEE 90 BENC
...... . .... 11.11--l-1-- ------ ...... ..... . . .....
IHRUST BLOCK BEARING AREA IN: SQUARE Fl (SEE NOTES) FOR. AHORIZON!'A"L
AND DOWNWARD �SRTICAL BENDS
FIRM StLI -a'R COMPACT $AND
FIRM SILTY SAND
2" SQUARE
COMPACT SAND & GRAVEL
45' SEND
3' ------ r 90.1 4 BEND
9
45-3E40 1-1 1/4'
FiTTING BEID TEE CAP OR PLUG & 22 1/2' BEND TEFF ICAS OR PLUG- i& 22 112-
BEND
7TE CAP OR PLUG 22 1/2'
BEND SEND
7. 0 4, 2
1IS
VALVES IN, PAVED AREASS
SEND
7-- .2 ,7 29 2, 1
9,4 , ,0
2,2
1, 6 6 LID
11�5 14
1 23,3 f 14,7 6-7 a.4 3,4
a 8
63 61 2.53
7,5
120,0 1
14,0 1 14,O 1 5,6
AREAS CALCUS LATED ON 300 PTFS.T PREISSURE, S-0' MIN- COWR FOR WATFRMAIN
LESS THAN 12',
4',-C" MINL COVER FOR WATER -MAIN 12* OR GREATER.
MA)YK,, HEIGHT OF THRUST BLOCK (FT) - 0,,5 x, OEPTH OF 71RENCH
UNE 'MTH 12"
1/8" MIN. TiCKNESS
MIN., 4UGHT OF THRUST BLOCK (FT) - 0.0. pipE t 1,0'
:-ONG COPPER TAILPIECE,
THRUST F
$XDICX OEARING
AREA RET-�RS TO THE
PACE OF BLOCK WASURED
N SQUARE f'--T.T
NO
JES-
i, LOCATION ANn SIZE OF SLOCKING, rCIR PIPE. iAROfR THAN 12'DIAM.FnR AND FOR SiX, TYPES
DIFFERENT THAN S140YiN SHALL BE DETERMINED By THE ENG04ECR,
2. ALL BLOC.KING SHALL BE POURED IN PLACE AGAINST UNDISTURBED, INATI.W. GROUND.
3, ALL POURED THRUST BLOCKS SHk-L BE BACKFULLED AFTER MINI DAY, PRESSURE TESTIN.S
S
HALL OCCUR AFTE4 CONCRETE HAS REACHED NOMINAL COMPREVSJVE, STRENGTH,
4" ALL BLMKING SHALL, RE CONCRETE. CL 5 (I i/22 ),
5, 8[.:0CWWC AGAINST R-TINrAS SHAL: $FA R AGAINST THE GKATF -1, FITTRN4 SU AREA
RFAC
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, AHN'T BOLTS OR GLANDS,*
REASONABLE ACCESS 70 BOL r5 AND Q. -ANDS SHALL BE PRqYMED,
Land Planning Civil Engineering
• 5130 South 166th Lane
SeaTac, WA 981800
T (206) 229-6422
CONCRETE BLOCKING FOR
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
WATER, MAIN --7 I - IF ADDIT'I.ONAL ADJUSTMENT iS
REQUIRED, INSTA
LL 2-2' F'' 0SE
NIPPIE AND 2-2" 90* KND, SCREWED
FIELD LOCAT L PLA'S'PC METE -R BOX IN
AT PHIS PGNT�
2" CLOSE NIPPLE PLAN .f -.\ OR CAST IRON BOX 4'� PAVED
CRETE AREAS,
'R CONW'l t
c
it CLOSE NfPP"-
2" 9,0 P -80W
27 90' E6B0'N-----
2"' GALVANIZED PIPE AS REQUIR"ED
CONCRETE BLOCKING
PLAN
VALVE NUT EXTEN&ON AS REQUIRED
TWO PIECE C.A'�'-)T IRON VA -LV -E 1DWG BR46 PAGE 8090)
1- GROUND {..INECON� TESIDEWALK
EQUAI 70 OLYMPIC FOUNDRY C-01
'STANDARD 8" TOP SECTION, F" k1l AX.
'WITH REGULAR BASE SECTION
LENGTH TO FIT,
7, 7 Nr—
J
2" RESILIENT SEATED 2 1/2" IN'S"T'
GATE VALVE, SCREWED
FN S
CAP WITH GASKET
2" GAL VAN 1 ZET)
PIPE 12" LONG
2
2"x2".xZ' TEE AND 2" CAP " CLOSE NfPPLE
2" CLOSE NIz)PLPE 8E.*WTEE-'N
BETWEEN CAP OR PLUG
AND 90' ELBOW,
AND 2"' 90' ELBOW k
* '" L,9
fNST-44-1- 4 :IFIL POLYETHYLENE 18" 2 9 CE 0 W WAX,
PLASTIC COVER OVER WASHED
GRAVEL, CUT HOLE FOR PIPE
-------- - --
10 CU, FT. WASH El[) (3RAVEL PASSING
1-112" AND RETAINED ON 1/4 M-ESSH
FOR DRAIN
ELEVATI ON,
SM. PIAN 340.1
2"BLOW-OFF
+
PERMANENT ASSEMBLY
A A
PLAN VIEW
WAItR
VALVE BOX i -ID iV,1 T I
...n- ft 15" TO 20" BEHIND BACK G-
E�.-ARS IN ENRE: TION 0`-
c
2" SQUARE
WATER MAIN AND WORD
OPERATING NJ
'7777777� "WATER" CAST I N TO T
SIDEWALK THAT I'S, ADJACENT TO
'424 MIN, I
K
18, MAXJ
41' CONCRETE COLLAR FOR
VALVES IN, PAVED AREASS
4 - 1 4 D
/8" MIN, THICKNESS
p1p
x5".' THI.CK CONCRETE PAD ARGUND
K6
YDRANT, FINISH 70 MA 'CH SICIEWALK.
SEE', DETAIL 2 PIECE CAST IRON VALVE ;I
>
L BOX, RICH -SEA TTLE TYPF y j /
SECTION LENGTH
OR OLYMPIC FOUNDRY
T E i
AS REQUIRED.
AS LRE-QUIRED ENGTI-
WAY INSIALLI METER BOX AT
UNE 'MTH 12"
1/8" MIN. TiCKNESS
:-ONG COPPER TAILPIECE,
-NT
Li /4" INSIDE MEASJREME
SIDEWALK
1
2- /4 DEPTH
A
L1ALLzL--Q-PERATI Q -N' -INIJITEXjj7 N a]
-,-
,V.ALVE. OPERATING NU"i'
EXTENSIONS ARE REQUIRED WHEN VALVENUIT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. ENSIONS XTEARE TO BE-- A
MINIMUM OF
ONE (1) F -OC) ONG, ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, :TEC AS NOTED, AND PAINTED
0TH TWO COATS O�, FETAL PAINT,
Vk VE MARKER IST
VALVE MARKERS SHALL HE EQUAL
TC CARSONITE UTTL[TY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
38"
�PQSJ
V'H 1 T I-" Hit ") '�� T
MD. PLO 330.1
VALVEBOX, MARKER & OPERATING
NUT EXTENSION
*ARE HYDRANT SHAD BE C'-)REE-'T!YPE EQUAL TO IOWA aR
COM M. I I, L F
COI PRFSSi0N- TYPF SUCH AS 'CCLOW MEDALLION-, V &- H 929, LE. R
SUPER CEN'T"JIRION 200, AND WA-ILROUS- PACER WJ- 6" MECCIIANICk.
10�NT INLET WITH LUGS� 5-1
J /4' 411AIN VALVE OPEN' TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPIER,
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4,675" SEATTLE 7HREAD X 510 STORZ, ATTACHED *TH 1/8" STAINLESS
STEIEL CADI'Et 11-1/4' PENTAGON OPE:RATING NUI'. f --RE HYDRANT TO
8E RAINTED WfITIH TWO COATS OF PAkNT. KELLY-- MOORE /PRESEIV-A TIVE
.ANT No. 578fD-563 OTM ACRYLIC OLOSS, SAFETY YELLOW OR
APPRO'40ED EQUAt', PUMPER CONNECTION TO FACE R14DIADWAY OR AS
DIRECTED BY REN TON FfRE DEPARTMENT. FIRE HYDRANT EXTENSION To
BE USE71' IF R-OCIIRr-p"
2
CONCRETE SIDEWALK
RAISED PAVZWENT MARKER TYPE 88--A
O"R PLAN")NG STRIP STIMSONITE TWO-WAY BLUE REPECTIVE
'3 b [N
C OVE R1
/-CONCREIE BLOCKING
T,HR;.,:ST BLOCK MAIN LINE TEE- WITH,.- 6" FLANGE. SIDE OU TIL.ET,
6!' GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO 'FIT
2-3/4' COR -TEN STEEL llf-' RODS,
C 1 6" x 8:e x 4' MININUM 1/2 YARD OF 1 - /4" WASHEC DRAIN RcK
ONCRETE BEARIN(f V ABOVE BOOT FLANGE, PLACES MiL
51-OCK UNDER HYCAANT POLYETHY�-ENE- FHAI AROUND TOP AND SIDES OF
fo' R A % TL
F I R'F
LEVT-L Al -ILL GROUND
EVEL. ALL GR 'JUNE MIN RAOIUS
MW 3' PADJUS
ONE MAN ROCK -\
F.T
z
6" CONCREJE PAD 6' CONCRETE PAD
DL -J T F I
YD R ANT
LOCA TION IN CU' OR '- ILL
M. p1m 30-1
FIRE HYDRANT ASSEMBLY
13'44" PLASV,"C' ME SES BOX EQJAL To PLASPIc,
...n- ft 15" TO 20" BEHIND BACK G-
BY:
DATE:
CURS OR 12" BACK OF
DATE:
BY:
SIDEWALK THAT I'S, ADJACENT TO
IRON DIAMOND PI -Alt L*OUAL 'TO MIS -STA TE1.5 r4LASTK;5,
K
CURB
L E
INC, MSCSC-1324-R WLTH REAE)ER LA) AND 2" f"D DRILLHOU,'
x STORIZ
Two- P*0CIE CAST T IRON VALVE BOX wiTH LUG
p1p
x5".' THI.CK CONCRETE PAD ARGUND
K6
YDRANT, FINISH 70 MA 'CH SICIEWALK.
-
TYPE OVV R� EOUAL TO OLYMPIC FOUNDRY CO.
STANOARD 8" TOP SE70N WITH REGVLAR BASE
TO FIT, VALVE NUT EXTENSION
>
EXPANSiON JOINT AT
SECTION LENGTH
j:N UNIMPROVED RIGHT OF
z
AS REQUIRED.
2
CONCRETE SIDEWALK
RAISED PAVZWENT MARKER TYPE 88--A
O"R PLAN")NG STRIP STIMSONITE TWO-WAY BLUE REPECTIVE
'3 b [N
C OVE R1
/-CONCREIE BLOCKING
T,HR;.,:ST BLOCK MAIN LINE TEE- WITH,.- 6" FLANGE. SIDE OU TIL.ET,
6!' GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO 'FIT
2-3/4' COR -TEN STEEL llf-' RODS,
C 1 6" x 8:e x 4' MININUM 1/2 YARD OF 1 - /4" WASHEC DRAIN RcK
ONCRETE BEARIN(f V ABOVE BOOT FLANGE, PLACES MiL
51-OCK UNDER HYCAANT POLYETHY�-ENE- FHAI AROUND TOP AND SIDES OF
fo' R A % TL
F I R'F
LEVT-L Al -ILL GROUND
EVEL. ALL GR 'JUNE MIN RAOIUS
MW 3' PADJUS
ONE MAN ROCK -\
F.T
z
6" CONCREJE PAD 6' CONCRETE PAD
DL -J T F I
YD R ANT
LOCA TION IN CU' OR '- ILL
M. p1m 30-1
FIRE HYDRANT ASSEMBLY
13'44" PLASV,"C' ME SES BOX EQJAL To PLASPIc,
DATE: 12-19,OZ16
BY:
DATE:
INC. 8CF SERIES MSBCF 1324-18 iia k•# 1.75" THICK DUICTILE
DATE:
BY:
DATE:
IRON DIAMOND PI -Alt L*OUAL 'TO MIS -STA TE1.5 r4LASTK;5,
K
O
L E
INC, MSCSC-1324-R WLTH REAE)ER LA) AND 2" f"D DRILLHOU,'
m
z
m
p1p
FOR T(.),UCHREA,) P3T LID (SEE DETA�L A -A)
>
j:N UNIMPROVED RIGHT OF
z
WAY INSIALLI METER BOX AT
UNE 'MTH 12"
:-ONG COPPER TAILPIECE,
9" ISI IE*
SIDEWALK
. ........... ... Ax V A
f
TOU CH RE AD WATER
M. F, 7, F. R TO BE
I-- --�' 1.4 .-- zxw
z I F
SUPPLIED BY T`H,-
36' MIN co%4-pl
ITY
TYPE "K" SOFT
COPPER. TUBING
NE.W
IRON-
WATE-RMAIN
vF" SERVICE LINE 'TO HOUSE IS OR 1"
DO BE INSTALLED IN THE FUTURE GALVANIZED
IINISTA! L FORD C14-33 OR 44 FiPT PLUG
COMWRE SION COUPLING
DOWN TO CENTERLiNE
OF INATER MAIN 70
PROVIDE SLACK IN' C&PPERSFORD
W E TEE R,
ERVICE LINE T, ') VBH 72-1 , 5W -.44-33G, OR McDONALD BRASS,, 21-215WC0033;, OR
MUEL!"ERi 3/4-8-2470-21 WITH ANCLE HAUI.- 'VAIW ON INLET AND
StNGLE'. CHECK VALVE ON OUTLET
CORPORATION STQP WlI'll-i BALL VAI Ci P rTMP 1 r Rv VB -H 72 15,E -44-44Go
, R
TAPERED THREAD CC). QU>.CK JOINT MtDONALD BRASS, 21-415WC0044, OR MUELLEW 1-8-2470-2
(3/4'" 1=81000-3-0) OR AY MCDONAL") 4.7018 BOTH INLET AND OUTLET WITH QUICK JOINT, PADLOCK VANGS QN'
11. FEI1000-4-0" OR Ay MCDONALD 4701B INLET ANGLE BAL; 'v'ALVE AND SINGLE CHECK VALVE ON OUJLET,
ALL SHALL BE 00I4 QUICK JOINT.
N 0 "11"
ALL METER BOXES INSTALLED WITHiN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY, CXPANStON JOINTIS MUSH BE INSTALLED ON
BOTH SIDES OF METE' 80xz
DRILL 2" DIAHOLE FOR AMR (AUTOMATIC
METEIR READ) TWOHREAD DEVICE
NEAREST
.1 2-1/2" MIN, FROM
AND FRONT EDGE Of PIT UD
TYP CAL
RIB
\1 r
, JTE-
THE CENTER OF THE HOLE MUST BE AT LEAS! I' FROM
JNDERNEATH RIBS UNLESS THE' RIB 'SPACING ALtOW'S THE
NUT TO, TIGHTEN AGAINST THE 0PENI S10E I F MORE' THAN
ONE IRIS,
JOB NO. I I SURVEYED: ISCALE:
AND I" WATER SERVICE PLO 300.1
r
VERTICAL: NAVD 1988
DESIGNED: HORIZONTAL: NAD 1983/1991
H. H. PHAN
DRAWN:
H.- H. PHAN DATUM
CHECKED: ONEINCH I
AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
TESTING DETAIL
.Lie f"r
0 NEW D.1, WATER LINE
TAPRNG TEE (MJxFL) VERTICAL CR,0SS(MIJxFL) FOR POLYPIGGING
TAPPqNG GATE VALVE (FL XNIJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2' PLUG
TEMPORARY PLUC (1t j) M"TH 2 -INCH TAP 1 --BLIND Ft.ANIGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEMBLY '-PLUG(w) WaH 2TAP & 2� BLOW -OFF
CONCRETE R-OCKING TEMPORARY' BLOCK
z
m
FINAL CONNECTION DETAIL
NEW D.1, WATER LINE
\A AETER ALL CLEANING BY POLYPIiG, PRESSURE TESTING
AND DISINFEC'nON, REMOVE TEMPORAY BLOCK & BLOW -01r
AND CONNECT TO VALVE WTH D-1 SLEEVE (M4) 0,1, SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES-
1TAPPING wEES SHALL. BE MADE. OF CAST IRON, DUCTILE IRON OR
EPDXY-COATED STEEL. BOLTS AND NUTS $HAL BE COR -TEN- ALL TEES
AND VALVES SHALL BE WATER TESTED SEFORE TAP
Z. NO SIZE ONWE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
;-EAST 2' SMALLER OtAMETER THAN THE EXISTING MAft
3, NO WET TAP ON ASEW-STOS CEMENT LINE OR STEEL LINE
4, WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE DY
SPEER TAP OR SUPERIOR TAPPING INC.
S. CONTRACTOR SHALL POTHOLE AND WRIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STIJ6 AND SHALL START LAYING6 THE NEW
JNE AT THE SAME HORIZONIAL ANO VERTICAL ALIONWINIT OF THE EXISTING
STUB.
6, CITY FORCF-S WILL PERFORM THE FINAL CONNECT- FROM THE WATER UNE
TO THE TAPPING VALVE WITH 0.1, SLEEVE AND 0J, SPOOL.
3001
CONNECTtON TO WATER MAIN WITH
+
TAPPING TEE & VALVE
1 1 �
� 1 1 �'
CITY OF
RENTON
Planning/Building/Public Works Dept.
mow-, I 'V1 -N V
am 004
a
6
BY:
DATE: 12-19,OZ16
BY:
DATE:
BY:
DATE:
BY:
DATE:
CENTRAL ISLAND SHORT PLAT
3413 NE 7TH STREET
RENTON, WA 900056
mill A
:ark
D.
8-10-2015
r' -'0•
PAGE:
m
LA
mz
z
Z
1100
c
>
z
CD rn Z
K
O
t-+
O
m
z
m
m
9
>
LA
z
4—
>
z
CD rn Z
O
t-+
O
>
CD Z
44
4
Z
"I,
Zrr
LA
z
>
CD Z
44
4
Z
L'n
Zrr
LA