HomeMy WebLinkAboutzW-3818SetN027105 W_ 828.22'
SEE ELEC'L FOR CONDUIT HAND EXCAVATE SDMH RIM=3426
INSTALLATION SOUTH OF SITE. SSMH RIM=338.84 O.F.=339.80
PATCH TRENCH PER PAVING SDMH RIM=340.08 CL CHAN 8'CONC(N,S)=327.69
THROUGH TREE AREA KIRKLAND A VENUE N. E. IE 18'CMP(S)=335.50
DETAILS AFTER INSTALLATION O.F.=337.18
o lE 18CM €ktWSEWER P.O.C. TO PUBLIC SEWER LIMITS OF WORK CB R1M=340.04
o CB RIM=337.82 , , F 7
W J CONCWALK - ----- ---- - - -
SS -/ W W W - - W- W W S SS wcc W SS INS= W W W
-940 1_ - SAP 6APLL- _ _ Z _ 14'1a4PL� _
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_ - ---- _ _ ---- -- ��--_34z -_�_llwn°/OMM PER ELCAL 14aePc�__ _ -- - -\ ---s� SD ------sue ---- sue- --s - -�- - ---- 5 - - as
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� -PROTECT E)� LIGHL - - - - - - - - _ �-21
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_ ASPHALr
PROVIDE 5' W1D� � �- _ING 11 n TEMPORARY ATB WALK 3 m 1lwn \ I - IF A � � � n 20 � jinn - - � �Iwn s� A �w � � �DRIuFwAY
TO REST2f TRENCH - -� - /�� I CHA/NLINK -20
I - - - - - - - - - - - - EBINET PER E E L �� PRIMARY WER E E
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SSMH RIM=340.68 D
CL CHAN 8 CONC(S)=330.78 C/)
CONC WALK
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UNDERGROUND
SERVICE (USA)
SCALE 1"=20'
LEGEND
EXISTING PROPOSED
\ - -s - - - - SD- - __ SD ER ELEC L D SD SD K AS SD / I umn 1 �� ! BUILDINGS
FD. 4'$RASS / -
I �,r0 W/'X',' DON. 0.6' Q _ - 540 � - _ = _ . 11 , ,,� V o o n �P /F o �r� In113 0 o F V� '# / M R
r - OVER Al J , 20» I - ' I CONSTRUCTION LIMITS OMIT
C \ 1 24'" -
L - - sE 32a �9 � ,L / I ROCKERY C C>•C7t
S MH Rl =341.0 40,, TIL TY RE CH _ ^� GATE \ I I
w �� UMIT IE 6'PLST NE-336.76 - ( PROTECT EX IRRIGATION 2-3" POWER SDMH R1M=34283 - / I I
- 5 ( ()- CB R1M=340.6 POWER CONDUIT I TREE 0 A0
p,b IE 8'PUC(SE)=33576 /E 8 PVC(E)=333.19 I ° DURING POWER TRENCHING 2-3" SECURITY & COMMUNICATIO IE 8'PUC(E)=333.73 - I / I
z IV
1 C IE 18 CMP(N)=33296 /E 18 CMP(S,N)=333.19 w UNDER EX WALL 2-2" FIRE ALARM IE 18'CMP(S)=333.63 I 1
\ IE 18 CMP(S)=33236 CO SEE ELEC L FOR4 II CURBING
w I IE 18 CMP(W)=332.06 2.5'x2.5' COMM CONDUIT D
I I > I
0 � POTHOLE TO CONFIRM K4 m ?
U I > \ I PULL VAULT 12 NC= 34.0 TRANSFORMER PER EX SEWER DEPTH BUILDING WATER LINE - w
\ � ELEC'L. EXCAVATE ADJUST RIM TO \ I o �
BEFORE BEGINNING NEW GRADE I
\\I FOR 776-LA VAULT SEWER RE-ROUTE SEE C3.00 , I STORM DRAINAGE LINE -
z /� CB R1M=338.77 (2) 1-1/2" CHILLED MEI ' R pN R
IE 8'PVC(NW)=335.77 WATER PER MECH'L a 4" q L PAD I I SEE MECH L FOR CHILLER CONDUIT ° I TRASH I
z VAULT I SSCO 4" PVC SIDE SEWER o VAU[r SANITARY SEWER LINE- ss
0/L/H20 \ I \ L POWER AND COMM PER IE=332.56 65 LF 0 1.0% MIN ENCLOSURE
Q SEPARATOR i I I J CB RIM=3�3 \ ELEC'Ll COMM i F \ PER ARCH'L / POWER - E -
II - 8""GONG=3 7 GD G D R 00 D GD ' �1D D EX CITY SEWER �' -
TELEPHONE LINE T
RD _ _ RD OVERHANG _ RD RD RD SSCO \ o
w co ,zaa---_-__ El �n=CLINE \ GAS LINE - GAS -
V GATE PER
> SSCO 60 LF 6" DI FIRE SERVICE ° GAS LINE 4 PVC ® 1.0% (RECORD) ARCH' 1 EX CITY
\ IE=331.00 wo VA EXPOSED I WATER MAIN WATER METER VALVE FH ® m \ N
' ss s ss ss s ss SS ss p / /
~ Ip'0 I IR I co 118 LF 6" DI FIR SERVICE J SSCO I I o
O / PW 0 ASPHf Co �Ni�avd NV 3 I� 1 I STORM CB/MH ❑❑
' � = O � n n _ - _ - _ - 8'PUC 33 CB R 39.15zg (l o
r / RD - I / SANITARY SEWER MH/CO v OO •
O - - EW)=339y25
RD 9 wo � � J WATER PER MECH'L //
CL 0 a ❑� / � � GAS VALVE/METER ki �
- - Z �I� 6 90 BEND (RJ) RECONNECT EX WATER FIRE SERVICE FOR K3 / I
H 6 SIDE SEWER TO SERVICES FOR K4 GATE PER COORDINATE W _ STREET LIGHT ASSEMBLY
I�
ARCH L /
a d � � � EX PRIV T� SEWER '
o � � 60 LF 3 TYPE KCOPPER -3� MECH L/PLUMBING �
° 1 z BUILDING FLOOR DRAINS SHALL I? ` DOMESTIC WATER SERVICE I o I TELEPHONE RISER/MH ■ OT
/ n / 1 K3 GAS SEE MECH'L/PLUMBING I I
1 DISCHARGE TO SEWER ONLY IQ H I / CONNECT NEW BUILDING
�1 \ SSCO TO EX POWER COMM WATER METER FOR CONT N
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IE=331.52
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(FIRE AND DOMESTIC) '
CB Rl-338.84 `
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IE 6" (S)=337.54�
\ lE 6P1(N)=336.84
IE 12 cr�vc(neEj 33a.99
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90 LF 3" DOMESTIC WATER SERVICE
NEW K3 BUILDING
PROVIDE HAND HOLE AT
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PER ARCHITECTURAL
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a (
SEWER RECONNECT
ICD
SET TO FINISH GRADE2�
_
NEW PLAZA 339.35f
3
1
CONC 9
EXISTING SEWER PIPE
INSIDE SITE
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SEE ELEC'L
Utility Notes:
COORDINATE GAS RE -CONNECTION WITH
MECHANICAL / PLUMBING DESIGN
RE-ROUTE WATER INSIDE THE SITE TO SERVE
EACH BUILDING
WITH GEN ATOR I �� \ I I IS 4" AND 6" PVC PER N a 102 LF 6" DI FIRE SERVICE
D
ROUTE FLOOR DRAINS FROM
I I RECORD DRAWINGS OF 1986 WO VAULTS al SERVICE AREAS THROUGH EX DOMESTIC WATER NOTE: EX SITE WATER (FIRE & DOMESTIC) SERVICES ALSO
6 PVC=336.7 I SITE OIL WATER SEPARATORS SERVICE FOR K3 ( I
/ n III Z 1 / COORDINATE W/ MECH L/PLUMBING I I CIO � PROVIDE WATER TO BUILDING L. COORDINATE SHUT
�m N I I I I wl J RECONNECT EX WATER PRIOR TO DISCHARGE TO ) l / -� DOWNS OF WATER SERVICES WITH ALL CAMPUS USERS
\ \ 1 Z I 1 _ a B SERVICES FOR K2 SANITARY SEWER. (TYP) \ \ /
o� II III JI H �) RECONNECT EX WATER I
I GAS LINE I ( SERVICES FOR K1 220 LF 3 TYPE K COPPER 231 LF 6 DI I \ CHANGES TO WATER SYSTEM TO BE
I I( \ \ FF=339. EXPOSED TI T S V E E I \ I CONNECT TO
- - �\DOM \ CB 1M=338.57 EX 2 WATER �\ COORDINATED WITH CLASS SCHEDULES AND
I \\tire �' I n IIII I D iE 'PVC( 335. 021 CONNECT TO I� I OCCUR DURING SUMMER BREAKS. SYSTEMS SHALL
I �ENUD RJ' - f2W �� I EX 8 WATERS I I BE FUNCTIONAL WHEN CLASSES ARE IN SESSION.
_ � '\ I �
/ I 1111I111 h 11 I o - PPS/ OPWR P' 1 wo VAULr No PA J
1111 III/' I 4�0 53 LF 6 PVC SS ® 1.0% MIN IIII o° 6 PVAULT 5 BocrFD - - - - - n /ASPf SEE WATER AND SEWER NOTES ON C0.02
I I l�
IIIIIIIII Ir\II,II a� D us END RJ / SEE WATER SERVICE DETAIL
co
(IIIIIII - III co CO, i s ( ) I PER 11
;, SS SS SS SS SS SS SS SS /
co c0 a pp =n= L �n n� Lw I- - - �a.�o SEE DETAILS ON C4.10
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RD RD, RD RD RD COQ d / 'P. .C-T$ B�LIC \
IIIIIIIII / ASPHALr _ sNlNavd/�v �G 3ald /�
\ Illll�llf' SPEED -BC/Mfi vl\IIIIIIi = u �, WATER SYSTEM CONFIRM INTERNAL FLOOR DRAINS ARE ROUTED
�n G o cD r 3 z THROUGH OIL / WATER SEPARATORS AND TO SEWER
\ IIIIIII / l SSCO TO GRADE (2) 1-11/4 CHILLED_3 1IIM l llll�� In L I FF=339.0 FF=339.0_i - - -� SYSTEM FOR DISCHARGE.
SEE DETAIL 6 C4.10 GAS LINE WATER PER MECH L ¢
owl �111I1 (- I EXPOSED / / FIRFI=DEPAR E t0 ECTI C)
IIIIIIh / POST INDICATOR (PIV) / - i�R&^UILDIN ON E IP
�� IIIIIII I (IIIIIII w a PROVIDE ASPHALT PATCH OVER UTILITY TRENCHES
L I / /� CB RIM=338. / K2 FOR BUILDING K 0 PIPE / / /
CB R1M=339.33 (IIIII 8PVc=337. / BUILDINC / S PER DETAIL 8\C5.10
IE 8 PUC(S)=33573 IIIIIII / - - f1 111 DISCHARGE TBUILDING OO SEWEROR NONLYALL ) // N A'- POST INDICATOR VALVE PIV /lE 12 CONC(W)=33533 111 / I 11 COFOR BUILDING L ON E PIPE / / l�- -
II /
II I11 \ - - - - FIRE DEPARTMENT CON ECTION (FDC) - _
coNc � ��ass o PROVIDE TORZ ��
W FOR BUILDING L ON EX PIPE / / ,I FIST ING
I I CONSTRUCTION RECORD DRAWIN
\ I I I \ ss s v9 LI
__ 14 - - - s THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A
y \ IIIIIIIII CONC WALL W/CLF _ OVERHANG T DDi16�E�UC„ R _
� - - - - --_ _ __ H K-VALVE ON EXI FIRE c E ITED TO CAD FILE PREPARED BREFLOECTHFIELD PORTER
VER VERIFIED (INVERT AND
------ -- - -------346- � --- - - _ � - - - ------�4�- -------------34s-- -� �FRVIEE: CO RDIN�T rIL(j)
�� - -- \ HAS BEEN
---- ---------- _--------34�- _ _ __ _ _ - _8 IONS OF THE STORM, SANITARY SEWER AND
I I 1 �--------- - (2}BDN�- ----- - NVERT AND RIM
------------ _-------- ----- ---------1�2G0A5-MEfiE1� F E�tL�(RMS Cj or INSTALL EDU D PRESSURE` RIM ELEVAT---- --
-------- ----rr---------- --
CB F1M=35269 I rg - - - _ 358-- - - - -- - - - - - 358- -- - - - - - -� -350-- - -6'c - � _ _ _ _ �o _ - -�" - f �-o BACKFLO SEMBLY ON EX CE&C CONSTRUCTION
z IE6PUC(E)=350.59/ ---------------------------------------------------_-_-_-_-_-_-_-_--___ _--- _______----- DOMESTIC SSEMBLY WITH IN MARCH 2O17
LJ o ------------------------- --------------------------------�B-R�,t�3583�---- ------------------ ()- - HOT BO AND POWER. OR COMPLETENESS N
a / \ C - - �- - - - - - - - - - - - - _ 9 H - 49.78 COUGHLIN PORTER LUNDEEN INC. DOES NOT PROVIDE ANY
OF
-3b4----------------------- 354------------ _----�54------ -- -- ------ ---------_� CL PROVE POWER TO HOT
I / -\ o / - - - - - - - - --__________________ - - - - - -/ �(CF�F �L�4---- -- _ �r\ -_��� - ��\ CL CHAN BP\t/C(W)=338.68 / WARRANTEE AS TO THE ACCURACY
` I '¢� 8'oEc _ _ _ _ _ - - - - _ _ - L - - _ _ - \ ' BOA C SEA DETAIL 87,E SUCH INFORMATION PROVIDED BY OTHERS.
I ~ - _ -_-- --- ------------- -� -- - \ \ B:DEC \ N L C�i
-358---------------------- ___ --7f Pli--j5620 GRASS
� / �`---��------�)-- \� r--- �\ �\ � �� \ �� � ��� '� ."BRASS
��'�369� __�� _---\�--- - ` � �6g _ �\\ *6,UPERMIT# U15000494
\ �� 1 % ��\ �� 1 � ����_IARB�-�y'
wrv� vvnLn
CONC WA+K 1 1 / CONC WALK I I I / 1ONC WALK \
vM?,- - - - - - -- ---- ---� - --- -- Approved By: Date:
SV9 a UM U R r R LIMIT LIMIT OMIT T OMIT \ MITT T UMR9� I7/M�10
o / 7 77- [i� \ \ IE 6'P�C(NE)=349.82
'ON4LT DRIVE �� CTil �' ASPHALT DRIVE lE 8'PUC(SE)=349iS2
LIMITS OF WORK PROVIDE STORZ FITTING \ IE 8'PVC(S)=349.52 \ w / / Approved By: Date:
z w z EX CITY WATER MAIN \ /
�N EX FIRE HYDRANT (TYf� �, \ \ IE 12PVc(NW)=347.02
W PROVIDE STORZ FITTING / W w w w �\ w w �e w w o �w w w w /, - �6FlR �� -
/ / ON EX FIRE HYDRANT (TYPY - ` -0 \_ - - \ - �� v _ = Approved By: Date:
Lam- 9-- ---- 362- CURB 3�C------ S �� i - --- -- -- - CWA�`� -
L J ,CON // Approved By: Date:
A. Jq C _
NOTED CITY OF AUTOMOTIVE TRAINING CENTER / /
OF WA S� O SURVEYED: SCALE: AS
HORIONiAL: NAD 1983/1991 �► 04 30 201 5
COVGHLIN PORTERLUNDEEN DESIGNED: RENTON TECHNICAL COLLEGE FlELDBOOK:
ti A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: RENTON PAGE:
801 SECOND AVENUE -SUITE 900 P: 206/343-0460 LBJ ONE INCH RENTON WASHINGTON DRAWING NO:
DATU M
43667 CIs V,�` SEATTLE,WA 98104 F:206/343-5691 CHECKED: AJ IF NOT AT FULL SCALE Planning/Building/Public Works Dept. C,4°00
sSI�NA1L y�v� /�� N Q APPROVED: SCALE ACCORDINGLY UTILITY PLAN SHEET: 9 OF:1 Z
REVISION BY DATE APPR J
W- 1 1 R-381809
S/ 38 80
PRECAST CONCRETE VAULT WITH 3 — Nx 3' ONE EACH SIDE 4"x 2 1/2" FIRE DEPARTMENT DOUBLE
HINGED STEEL PLATE COVERS. ❑II+rENSI0r45 CONNECTION FOR STAND PIPE WITH
5`-S'x Si'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED BREAKABLE CAST 3RON HOSE CABS.
FAULT OR EQUAL +4"x+4"x5" Bi1LL HEAD TEE, FL. ONE EACH SIDE EWAL TO GRINNEL
FIG, 1682 WITH HOSE CAPS FIG. 1333 L,i 120 VOLT ELECTRICAL OUTLET FOR
TOUCH READ PIT FIL I_A7ESENSDR z HEAT TAPE_ INSTALL NEAT TAPE
PROPERTY LINE CCIVFRED 4N STEEL PLATE 6•' PIPE FLx 6" IS NG TYPE GRAVITY OPERATED J FOR FREEZE PROTECTION
RECESSED COVER THROUGH 2" DIA. CHECK VALVE, FL. EQUAL TO d
�31LIFT POCKET DRILLED MOII IN COVER. FL 2'-U" LID CENTER BACKFL4W
MUELLER CO. WITH BALL I cr PREVENTER IN
FUTURE THE BY-PASS ASSEMOLT SHALL BE DRIP VALVE ATT BOTTOM
Ad LJ
6" BUILDING SEWER PIPE UUILOING SEWER nJCLUUED AS PART 4F THE DETECTOR INSTALL EPDXY NON -SHRINK 0 � REDUCED PRESSUR€ ENCL{]SUF�1=
' } - 11 N.C.SOCKET HD 2'-D" OOUBLE CHECK VALVE {ASSEN1bLY. 18" FOR 10" ASSEMBLY GROUT (TYP- r BACKFLOW ASSEMBLY
�" 2" A.C. ) �
S/8"x3/4" SENSUS SRII (TR/PL) METER 17 1 �2" FOR s" ASSEMBLY = �
SCREW 1 }atl LONG 3 _a 6" PIPE, FL,x Fi 3'O" LONG
f� o WITH ICE REGISTER- 1s 1/2" FOR 8" ASSEMBLY 0 (RPBA} �" MIN.
a (BROhi E OR S.S.) } \6"& 8' ASSEMBLY. B' SHORE p
2"x 4" STUD MARKING POST PAINTED { 4 CITY eWA1E I'll 7.
TEE WITH 6" SIDE OUTLET J 8 x6 X6 WYf WHITE WITH THE WORD "SEWER" STENCILED
SURFACE CLEANOUT WITH
� CAST IRON RING & COR IN 3" HIGH BLACK LETTERS AND #6 WIRE
� �
V 2" RAISED PADS
= PIi�t1c
PANGVE
W WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS
x
TEE JUJ x FL)
q EXTENDED TO THE TAP OF THE STUD-
2975 DR APPROVED EQUAL,
CL "SEWER"
1— _
.
GATE VALVE(FL x ASS)
SPECIFY OR LID,
� f
6" SIDE SEWER, AND BUILDING SEWER SEE SM. PLAN 403,1 FOR
INSTALLATION)
fi' CONCRETE�-
M.L�k
CITY PiAIl
CLASS 3000
SAND OR
—To
12' ALL AROUNDFOAMLINES
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAINEXPANDABLE
ARE AS FOLLOWS
CONCRETE
$LOCK ING
RADAIS 90 BEND FL.
10" ASSEMBLY 90' a"xB" INSULATED ENCLOSURE
REDUCING SEND fL. 3" MIN- 3" MIN, "HOT BOX" OR EQUAL
.3/8" X 4" ANCHOR
: TO BUILDIN 1 BOLTS PER
f MANUFACTURER
DEADMAN
eLocK 3" MIN-
REOUIRED
CONCRETE SLAB z UNION FINISHER
A. VITRIFIED CLAY MAIN -- CUT IN A NEW SECTION OF SEWER MAIN WIT} i2 74 1❑-,a",a- FL x MJ ADAPTOF.
A NEW TEE USING FLEXIBLE COUAUNGS WATER TIGHT ALL DETECTOR DOUBLE CHECK VALVE GRADE
i4LIJG ASSEMBLIES SHALL INCLUDE RESILIENT cv
W (FERNCO OR APPROVED EQUAL)- 10", 8" 4R 6" FL.x P.E. qq FINISHER
COCKS. SHUTOFF VALVES AND TEST PLAN 10' ASSEMBLY "x8"y8` TEE,
FL
L
PIPE WFTH COLLAR 18" GRADE r
13 CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH FROM P.E. CROSS -COCKS. .4N0 APPROVED Al ASSEMBLY B"x8"x6" TEE. FL. 6"
z A NEW TEE USING FLEXIBLE COUPLINGS 2- ASSEMB ES ECTIarI CONTROL ASSEMBLY 6'xC-xC" TEE, FL
}fg" 14"- 3'-9" LONG' ASSEMHUES PER DEPARTMENT OF
w (FERNCQ OR APPROVED EQUAL). - 45- (T/8) BEND 8 3'-5- LONG HEALTH LATEST APPROVED LIST. 14", 8", OR fi"' GATE VALVE, FL,x Md. '
fi"- 4'-0" LUNG WITH INDICATOR POST. INDICATOR
U JPV
C. PVC MAIN -CORE-DRILLED WITH A ROMAC SADDLE (OR APPROVED i 2^ I4ICLUDESTWO H -RESILIENT VALVL Ss£aTED CHECK VALVEVALVE SA(EfLLETaME SIZE ASD ON
LE WV F1 Vp DRAIN
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLING`-. 1 y" �`¢"= SHUTOFF VALVES.
' R C4, E4LIAL), PAINTED fIEO. ¢ z SEA NOTE ¢
V D. DUCTILE IRON MAIN — CORE —DRILLED WITH A ROMAC SADDLE (OR g" 10'. S', OR 6" FLANGED COUPLING fi'� MINIMUM � m SLEEVE
Z APPROVED EQUAL i 4" ! C� ADAPTER EQUAL TO ROMAC- 1Q", B" OR fi" DLICTII E IRON FREE DRAINING m (TYP.
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 1 CLASS 52 14IPPLE PIPE. GRAVEL �
z AT MANUFACTURED KNOCK -OUTS OR THE �G CEMENT LINED, LENGTH T4 FIT.
STRUCTURE SHALL BE CORE -DRILLED.
Q i 1 TOUCH READ PIT LID SENSOR MOUNTED CONNECT TQ
50" ALLOWABLE MAX- 12 Y•" A1ON STEEL PLATE COWER THROUGH 2" DIA, WATER METER
FOR CAST IRON PIPE I&" '�1 N01L DRILLED HOLE IN COVER- IMMEDIATELY
S, 36"TO4' ADJACENT TO
DR DUCTILE IRON PIPE. LOCATE VAULT IN PLANTING AREA, NOT IN RAVfNG f�PQA
�S D13 w 1:3:5 MIX �`� �� �� OAST IRON RING AND COVER ��' PIPE MATERIAL AS SPEGIF'sLl! 2. +4" AND LARGER SENDS AND TEES TO BE CAST i FL xIPSCR+WJ —
CONCRETE apG c�`�` BY THE ENGINEER IRON CEMENT LINED. 16" FOR ifl' ASSEMBLY 17
BLOC141NG 'L �}P 1/2- FOR s' ASSEMBLY 18 FLOW �
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2- FOR 6" ASSEMBLY 2 Ws» 3 INSTALLED W% APP-D.
O p 2% MIN SLOPE VALVES AT THE TlVE OF INSTALLATION TO CENTER TO OWNERS ELECTRICAL PANEL, FRONT VIEW
_ 7HE PIPE IN VAULT OPEMNG. AFTER COMPLETE MATERIAL PER UPC
s/5"x3/4' INVENSvs DIRECT BURIAL OR IN RIGID METER SIDE
HORIZONTAL INSTALLATION REMOVE THE TEMPORARY SUPPORT iR—PL METER WwTH 7-2- (SIZE AS REQ-} CONDUIT PER ELECTRICAL
6" SIDE OUTLET TEE ANO INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER �. SIDE I EW PERMIT R'EQUIREMENTS-
OSEWER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR ,\
fi" MIN- MAIN SEWER MAIN STORM DRAIN SYSTEM WITH 6" so' SEND FL NOTES-
5. AFTER FIELD INSTALLATION, MAIN I)DCVA AND CATCH BASIN OR MANHOLE-`,2'-1T" 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED Oink LATEST LIST OF ` ACKFLOW
45' (1/8) BEND BY-PASS DCVA MUST BE TESTED SATISFACTORILY PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATEI", PUBLISHED BY STATE Or
C.QN.CR.ETE BLOCKING, ANGLE QY A DEPT- OF HEALTH CERTIFIED BACKFLOW GALVANIZED
TYPICAL_ SDE-SEWER -ELEVATION ASSEMBLY TESTER, TEST REPORT TO BE SUBMITTED STEEL LADDER WASHING70N DEPARTMENT Cr HEALTH.
OF TEE AT MAIN OVER ?5 TO CITY OF RENTON WATER UTILITY ENVINEERING 2. THE OY1+1VERfAPPIICANT MUST OBTAIN A SEPAf ATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
ELEVATION DEPT. PRIOR TO AC1]VAYION OF NEW LINE COMPACTED FQUfEpATlOhe OF THE INSTALLATION OF THE RPRA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPRA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
hl07ES: S. INSTALL BRASS Y¢" FLARE TEST COCI4S WITH 04�AVEL FLARE CAPS ADJlI5TAF3LE STEEL PIPE SUPPORT, 3. THE RPRA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
NOTE: 1- 8" AND 6" C'IEANIOUTS ON SEWER MAINS SHALL RF EAST UDRDAN IRON WQRI{S, INC- STANCHIONS ROLTED To FLOOR. INSTALLATION, AF rER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE END VIEW UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241.
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER' 2- IN kJNIMPROVED AREAS, POUR A 1'-O" THICK, 2'-U- SQUARE 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
THAN THE LOWEST HOUSE ELEVIATION, WHICHEVER IS LOWER. CONCRETE. CLASS 3000, PAD AROUND THE RING ,ANU CDVER. 3" DRAIN FOUR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5' TO 2" RPBA's" 6" FOR 3" RPBA's,
5_ RPBA AND ENCLOSURE SHALL BE LOCATE[ ON PRIVATE PROPERTY AND AS NEAR. A5 POSSIBLE TO THE
WATER METER.
PUB11C WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN — 403.1
c; STANDARD SIDE SEINER STD. PLAN -- 406.1 +' + 6" 8" & 10" DOUBLE DETECTOR CHECK STD. PLAN — 980.E S'I'I}. PLAN — 350.E
PUBLIC WORDS 4 DEPARTMENT FOR SANITARY SEWER MAINS PUBLIC WORKS PUBLIC WORKS REDUCED PRESSURI= BACKFLI IN
INSTALLATION - SEPTEMBER 2011 + + ASSEMBLY WITH STANDPIPE OUTSIDE + +
* � r DEPARTMENT Y .. DEPARTMENT ., DEPARTMENT ASSEMBLY IN 1—ICT BQ}{
`N e
o (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 INSTALLATION MARCH 2O10 MARCH 2010
NTS NTS NTS NTS
Standard Side Sewer Installation 5 SanitarySewer Cleanout 8" DDCVA in Vault 7 Reduced Pressure Back Flow Assembly in Hot Box
y
FIRE DEPARTMENT CONNECTION (FDC)
FOR BUILDING K ON EX PIPE
(2) 45° BENDS (MJ)
8" PE TO FIT
8"x6" REDUCER 1 W/THRUST BLOCKING
8" SPOOL VERIFY EXISTING CONDITIONS
AND PIPE SIZES BEFORE
ORDERING PARTS AND
BEGINNING INSTALLATION
POST INDICATOR VALVE (PIV) - ------
FOR BUILDING K ON EX PIPE -----------------------
5 nn --
POST INDICATOR VALVE (PTV) --------------------
FOR BUILDING L ON EX PIPE
CONTRACTOR SHALL VERIFY I
THE VAULT SIZE REQUIRED TO
ACCOMMODATE ALL REQUIRED
PIPES VALVES AND FITTINGS INSTALL DOABLE DETECTOR
PRIOR TO ORDERING VAULT FIRE DEPARTMENT CHECK VALVE ON EX 8" FIRE EX 8" DI TO BUILDING L CONNECTION (FDC) SERVICE. COORDINATE WITHFIRE ALARMS, SEE DETAIL 7
FOR BUILDING L
ON EX PIPE
INSTALL REDUCED PRESSURE
BACKROW ASSEMBLY ON EX
DOMESTIC ASSEMBLY WITH
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PHOT BOX AND ROVIDE POWER POWER.
0 P E R M IT# U 15000494
TO BOX COVER SEE DET 'IL 8
co c1�1 Approved By: Date:
NTS EX 2" D MESTIC METE Scale 1 =5 Approved By: Date:
�
Not Used 9 W W W W Water Service Detail
Approved By. Date.
Approved By: Date:
A. JAC'
As NOTED .. CITY OF AUTOMOTIVE TRAINING CENTER / /
Y OF WASH O SURVEYED: SCALE:
HORZONTAL:�NAD 1983/1991 �► 04 30 2�� 5
COUGHLIN PORTERLUNDEEN DESIGNED:
RENTON TECHNICAL COLLEGE PAGE: OK:
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: LBJ RENTON RENTON WASHINGTON PAGE:
801 SECOND AVENUE - SUITE 900 P: 206/343-0460 ONE INCH DATUM DRAWING N0:
43667 SEATTLE, WA 98104 F: 206/343-5691
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C4, 1 0
JAJ NAL E��N0. REVISION BY DATE APPR SCAEOACCORONGLY UTILITY DETAILS
APPROVED: SHEET: � O OF:1 Z
S/W-381802 R-38181 0
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