HomeMy WebLinkAboutW-384711wz Y
OE 3
z V_
�1 v
MF.1 WAy a'
E=
SO
4® '1,
0
a
k
q �
O
�g
Iy
F
O
Mmnwc INFER USE
PLM, OR
BOUND. LLTµ
38 IT
WITHOUT CROUTW.iLL MR. PoVpW WG
ONE BRAD FRIDAY ON MP MN 27AP R YH1G
ONE FIND F ON BYRfON
DIES OUR NUM ARM 2' TO B S MARRIOTT BLM-OT
1WtlRMM1 NOW
A,
"Y WATER ONE
EpBDNG WATER LINE
FINAL caMJON DETLL
NDu Ru T[SPMc, CIE a BY DRYING. AID oyMErnw.
REM]42 TEMP BL0.'( Y VOW -ORE k CONNECT
MM suams: (EM) a AC wFURS
PIw cMFc MN BY TR.RM6
"DENNIS WATER LINE
4 PUBLIC WORES CONNECTIONTO WATER MAIN CUT MRD. IRN1W In III
DEPARTMENT IN-LINE TEE & ONE VALVE MARCH 2010
A A
LAN AM
L� VALVE BOX LID WISH
EARS IN CRESTION OF 2" SQUARE
_ WATER MAIN AND WORD OPERATING NUT
WATER" CAST INTO a
12' MIN,
18' MAX. Al* CONCRETE COLLAR FOR
IS, VALVES IN PAVED AREAS 4-1/4° DIA.
1/8 MIN. TUNDOMPS5
SEE DETAIL �— 2 PIECE CAST IRON VALVE
BOK, RICA-SEATRE TYPE 1 STEEL
OR OLYMPIC FOVNpRY LENGTH AS REQUIRED'
1/B" MIN THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1f4" DEPTH
VALVE OPERATING BUT
.SECTION A -A EXTEMSWgi
VALVE 012ERADON NUT EXTENSION NOTE
EXTENSIONS ARE REQUIRED WHEN VALVE NOT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG ONLY ONE
EXTENSION TO BE USED PER VALVE
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PANT
VAUUF MARKER N01'FS
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO. BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
33
59T MIN,
IWHITE
T 1 YYYYYL
l %-Y., I In
1
VALVE MARKER POST
(_ryr`1 PUBLIC WORKS VALVE BOX, MARKER & OPERATING ' PSP - =ILoml��yS��J' DEPARTMENT NUT EXTENSION NATION 2OIU
SMALL K
FIVE EVER
OI,H STEP BY flPILON FIRE OEPAAIMffli FIRE HYDRANT EXifNAM iG
BE V4y F. REWIRED
MIN. ,B• TD m' eENwD Bap; OF
OURB OR iT BF411NO.BACK OF
3i SKWMX FIAT IS ADJACENT TO
RE
.CUES' x 5• STCR2 ONE-PIECE CAST IRON VALVE BOX WIN LUC
5'NS+6• THICK CONCRETE PAD ARWID TWE COVER. EQUAL TO "TOPIC FOUNDRY
HYDRANT FINISH TO MATCH BEAR ADS, STANDAW 8' TOP SEC¶ON NOR REGULAR
E%PPNypI JgNi AL bTCllbl 1£NC1X 10 FIT YANK NUT EKTENS
2'� O BACK OF 4UERALK. AS REWIRED
�PAISPEIE 9CEWNK /� RAI¢p PAVEMENT MAW R TYPE
/ IXi PLANING SKIP STIMSTARTE TVP -WAY BLUE PPiI£
W MIN
COVER CONCRETE BL9CKWC
C)
CONCRETE
THRUST BLOCK MAN/ LINE ThE NTH 6" FLANGE WE OVAET.
V RATE VALVE Q'I X BUD AWNA C-54%). REALIENT SEAT
V DUC NLE IRON PIPE LASS 52 PRINT OHM LINCTH TO NT
2-3/4` DEAR-TT:H STEP TF POSTS
fi• v O' x 4 MINI4ON \_i /2 YAM OF i-1[! WASHED DRAW ROES
CONGRFR IM ABOVE 8001 FLAMBE PLM
LOC0AML
BK UNDER
FR NY01 ANi FOLYEMYIENE FILM APOUND PON
AM AND SIC¢ OF
ORAVFL.
FIRE: HYDRANT ASSEMBLY
LEVEL µ1 GRIUGI //r IEWH. ALL GPWND
/ MIN 3' RADIUS
RMUS.. II�R—yl
i
%a" R0
Qa ,
eQPAD
���� r' CONCPEE Pao s' caxeFETE
CUM ELL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORK$ FIRE HYDRANT ASSEMBLY SM. PLAN - 3101
DIiPARTMENT
MARCH 2030.
120 VOLT ELECTRICAL OUTLET FOR
MEAT TAPE INSTALL HEAT TAPE
FOR FREEZE PROTECTION
r CENTER BACKFLOW
PREVENTER IN
g o REDUCED PRESSURE ENCLOSURE
BACKROW ASSEMBLY
U. (RPBA) fMr- OF MIN.
W o
3- MIN. In 3" MIN INSULATED ENCLOSURE
"HOT BOA".Wt EQUAL
3/8" X 4' ANCHOR
BOLTS PER
MANUFACTURER !A
MIN.
CONCRETE: SLAB 2 UNION - FINISHED
7 RADL
FINISHED' N
GRADE 1 r2F
RIM
4
TTVp DRAIN
yz SEE NOTE 4
6" MINIMUM SLEEVE
EPEE DRAFT
GRAVEL- -
ES
CONNECT TO
WATER MATER
ADJACEN
IMMEOIIEFF T' TO
RPBA—
ROW --�
MATALLEO PER
APF D. i0 OWNERS ELECTRICAL PANEL FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID
(SIZE /JS PEO} CONDUIT PER ELECTRICAL KIM aNE
SIDE VIEW PERMIT REQUIREMENTS,
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST SE LISTED ON LATEST LIST OF BACKROW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION. IN WASHINGTON STATE", PVSL154M BY STATE. Di
WASHINGTON DEPARTMENT OF HEALTH,
2. ME GAMER/APPUCANT MUST OBTAIN A SEPARATE CITY OF PENTON PLUMBING PERMIT FOR THE INSPECTION
OF ME INSTALLATION OF THE RPBA AND PIPING., THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING. AND APPURTENANCES SHOWN ON THIS PLAN.
3, ME RPBA MUST BE TESTER BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAF ER AT OWNERS EXPENSE. A COPY OF THE LEST
REPORT SHALL BE SENT UR FAXED TO CITY O RENTON WATER UTILITY ENGINEERING DEPT. ATTN. WATER
UTILITY CROSS-CGNNECNON CONTROL SPECIALSIT. FAX NO. 425-430-7241.
4. .DRAIN SHALL BE SUED IN ACCORDANCE NTH A"A CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR Y OR SMALLER KEYS. 4' DRAIN FOR 1,5' TO 2" RPBgs, 6' FAR 31RPEA's,.
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE.
WATER METER.
Fe)'UBUC INDRT6 REDUCER PRESSURE BACKFLOW Sm. PWT 350.2'2
DEPARTMENT ASSEMBLY IN HOT BOX
MARCH YOLQ
A8"8ILT NOTE
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY SARGHAUSEN
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A
BEFORE YOU DIG OBER 2017.
THHEDONU�E PRIVATE STORM DRAINAGE TFACIUING TIES AND UBLIC/PRNATEAND SEWERGINEERS WAS ALSO CONDUCTED
SYSTEMS
GMEE WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD
2 511 REVISIONS AND FUNCTION AS INTENDED.
VBi11CAL DATIM
CITY OF RENTON, NAVD 88
OB4aHwu
CIN OF RENTON CONTROL
POINT NO. 1864 WAS HELD
FOR ELEVATION, BEING
19.488 FEET (NAVD88)
REMPER SMALL K DRUNK BEAD FT IW
(DP Pu AM F AUDII(�N� CSNMLMCAnox (AVN) OST yL W
ENCODER TAK (FILL A¢]fR WBT BfAO N
AM FM. AT NOR sEcmC n
.• m' RBN IMn ar , IN nq
�NBTALL N MST
IDA f
PORTA AE'
�§ rCE
4 DOVE DANA = ia_ \ —_. Fin A STATED
T SEE AS VM
/ �" uAYFR �4 AT
LLiWna
MOV MWMae� 'e S MR W,yBMS MANNAR
IFSAMU11 In
MR SWu•,- NK mQ�
DWMMM To LID SONSCERNAM
D
PLATCATER
WW $" WA
ORION ROSE
INNAMED ISSUE MN
� NOW WD I%KTI
MET CPVFEh W SSM FEEL m) MARYN 10 6L
MAT COVER A L gNEx811MS -YY
11 ro MAE Van OR UNITY s.]' aAwm PuffARMY mVl3� v]Wh MODEL RAM RAPD
e m Rah LLhI 1 MOU � W SREAD FIT MY RM MR TM NLQ CIS AM ANNE BON,
cos -:4:74O:
N. NCx M� M. LAN W CVYVC FAIOpY DJ.
NwW roM D. ala WR r roP. `n EMkm ro n'
CII ' SOME) 6xq EaYa A4
ADsaE Esau m0 suss u s e -
NATER � AD
EWN SMY >Arsw gpRLp
F' vN N"AMPARaDDal K
'— Ix' ARaMe
SENSUS OMNI -C2
To IF
VE
USUAL O x.
�� m cRIDxR
Kamm
CAPE 32 HUMAN TOAPRT.
AN TO
IA£ MtliT a SDRM
RMP F&MIAMIM9TVRMN(� I MNAIBIL ShSL �r G A' FT[mc RIMMLgD
FLET/Ra lErz Tav YMF 4W¢.1i iFRASUWLRI tVMaMA roWT>.M+uAf:'
MI MM PC RAN. INIAC ro NDRAVALUED ON OAAMED MAL
UNE NOTES.
ALL IEIER•u AND MUNFIE NE'ANTIW PENCE MO An 2 ARE
NOT SHOWN OF WOUDEo IN 1HE STANDARD DETAIL MAN}IFiS R
YOUR PANDUARIR CONE TON IS NET WOW AN APPROVED
MAIN O WALL F PEA RES) BY M UTILITY EN EERNO PERU MR
ITS
W
ME NMa N REQUIREMENTS RECA IND VALAT azaD ARE Th
LEARN Of PUTINGS OR VON CLEARANK FROM ITS TAUT WNL;
VLEAI Si $ A NMW OF MY IRDS MAE ACI$ AND
CLEARANCESOL MOND K AS TONNUMLY OMAN Oi THIS
WANTS STANDARD DETAWSj
NOV: DEAOMA pBURNSSAMLL M DEBONED AND NSTALLEO CO n
M
MC WBGNN T P MT UWSW"M EMM SO. A5 A SUPPORT
L PUBLIC WORKS 3", 4"& 6" COMPOUND DOMESTIC SM' PLAN- 320.4l`\1.�1��/ DEPARTMENT WATER METER ASSEMBLYC
NOTES:
CONTRACTOR SMALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LF860-DOSY OR APPROVED
EQUAL
CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® HB3E-AL ENCLOSURES W/1500 WATT HEAT
OR APPROVED EQUAL.
11-1/4' BEND 22-1/2' SEND 45' BEND
f.
v.A
CAP
TEE 90' BEND
nBrySi BMR% MIT AREA IN MARK FEET USE PURIST FDA HORMORTACwArvwRBo ASCII BINDS
MA OUT M
g,N COMPACT D COMPAR SAND ttRFK1
R B m ME CAP'DM O R$SEp BBIO ftE TAP OR RVD n33 T* SLID TZ CM LR 'KVO eD$$NIF/$'
MFAs GILAuhD CN ]N P= PaeSVIC4-0' MN. ENON MAR WATER I i IngTITIAN "I
4-a MR. mm FOR MA MM a NO CAMAi A.
MAX. Mmn OF THRUST SECS NO as ORION OF n¢Mal
MN INVENT Y 11BNBi PUMP IM DD PIPC 4 va
SUNNI MAP
amroV vAr mn �
NI
1. AN Ary) A$ Y BLCGMa FDP ARE uBCIIt MAN! 1$4A AMS CON SM. TPES
MFRM VAN SHOW MALL K DEiEANNED AT ME a6
$ NL NOMRt SAIL as PDFED IN SORE MNAWT WolsnM@f0 NATIVE CARIp
I All FOAMED:TMUST SLOWS MNL BE BKNANUM"PERM M WY PIEMWF4 IESINC
Al
aw AMFt wNAE2 HAS a.am MARExam a SPANISH
4 ALL MOORING SMNL A CON:OETE OL 511 1AR,
8 AIXMMD AGAINST OFFIN88 SMALL NM AGARAFT ME ME T PTIDM &MFM{ AREA
PaS9MIE BUT SKA4 NOT COLIX OR VIf10Y BELL END; LORD Bh]9 (M N.MDS
MN5 ADDING To BOUND AND TLANK PULL F PPANm.
PUBLIC WORKS CONCRETE BLOCKING FOR STD. PIAN - 530,2
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2010
CITY OF RENTON
1E)EA'AFHTMENT" OF PUBLIC WORK8
WATER NOTES AND DETAILS
IKEA REDEVELOPMENT. RENTON. WA.
1
W-384711 R-3947126
l'
1
pt
IKEA PROPERTY INC
PL@
420 ALAN WOOD ROAD
CONSHOHOCKEN. PA 19428
Ap
CONTACT: DWIGHT E. SLATOI
CONSTRUCTION MANAGER
P: (610) Bat -01M TILL 303-519-4623
M
E: DW .Mi eTR]aMEe n'u
ENGINEM,
BARGHAUSEN CONSULTING ENGINEERS
WG�� 14
182115 72 O AVENUE SOUTH KENT,
WA 32
)✓
CONTACT: JAY GRUBB. PE
(425)251-6222
11-1/4' BEND 22-1/2' SEND 45' BEND
f.
v.A
CAP
TEE 90' BEND
nBrySi BMR% MIT AREA IN MARK FEET USE PURIST FDA HORMORTACwArvwRBo ASCII BINDS
MA OUT M
g,N COMPACT D COMPAR SAND ttRFK1
R B m ME CAP'DM O R$SEp BBIO ftE TAP OR RVD n33 T* SLID TZ CM LR 'KVO eD$$NIF/$'
MFAs GILAuhD CN ]N P= PaeSVIC4-0' MN. ENON MAR WATER I i IngTITIAN "I
4-a MR. mm FOR MA MM a NO CAMAi A.
MAX. Mmn OF THRUST SECS NO as ORION OF n¢Mal
MN INVENT Y 11BNBi PUMP IM DD PIPC 4 va
SUNNI MAP
amroV vAr mn �
NI
1. AN Ary) A$ Y BLCGMa FDP ARE uBCIIt MAN! 1$4A AMS CON SM. TPES
MFRM VAN SHOW MALL K DEiEANNED AT ME a6
$ NL NOMRt SAIL as PDFED IN SORE MNAWT WolsnM@f0 NATIVE CARIp
I All FOAMED:TMUST SLOWS MNL BE BKNANUM"PERM M WY PIEMWF4 IESINC
Al
aw AMFt wNAE2 HAS a.am MARExam a SPANISH
4 ALL MOORING SMNL A CON:OETE OL 511 1AR,
8 AIXMMD AGAINST OFFIN88 SMALL NM AGARAFT ME ME T PTIDM &MFM{ AREA
PaS9MIE BUT SKA4 NOT COLIX OR VIf10Y BELL END; LORD Bh]9 (M N.MDS
MN5 ADDING To BOUND AND TLANK PULL F PPANm.
PUBLIC WORKS CONCRETE BLOCKING FOR STD. PIAN - 530,2
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2010
CITY OF RENTON
1E)EA'AFHTMENT" OF PUBLIC WORK8
WATER NOTES AND DETAILS
IKEA REDEVELOPMENT. RENTON. WA.
1
W-384711 R-3947126
l'
1
pt