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t EXIST 2" \A{%. T ERL{NE FIELD VERIFY —
LOCATION, I`1 TRUC IN 1N SERVICE
DUR „itlG CONSTRUCTIONr{
I 5TA 9 +00 SiATIONkNG FROM pp
30 30 i�' c NORTH i
STA 5-16
30' -�Ijjs��� 3O
6 %6`,8” C.1. TEE (MJ•MJ-FLG) 'Y (1 I
8` D.1. NIPPLE ta+-- 30' 30
STA 2 +36
-� JCALE =I'`2O f{�' g.g•g C.I. TEE MJ = I�FJ FLG
a r " 8" CA GATE VALVE (MJ MJ) ( E
O� f o- SHACKLE TO TEE !
i 9" C. I. GATE VALVE
8" CA GATE VALVE (FLG • MJJ 1 i (FLG MJ1
1e ^ 8" PLUG S' PLUG i srA _O 08 d!
G R,J -s. Y - I
(M-i. M.J.)
I ` i EXIST 2" WATER LINE I � � � 6 •8` C.1. REDUCER
� .r ..�, cF4/ I FIELD VERIFY LOCATION
t,
\ ! ' CONNECT" TO NEW u- A 5' 1
MAINTAIN IN 5ERVICE CUFtT1UG CONSTRUCTION:
M IN AFFTER IT IS
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IN SERI�IGE �i` ! j
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opum
STA
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o � o R AVE I
STA $t o r ,`37• , -/ R - - STA Pa 62 2 j 0 *OC I NW LOP,PL(rO,w
°
23 N.W, T 2� PL d _
., i' t P .et'. MAPLE AVE N -`nf 0 �°
STA 0.00 LIND -AVe
cm .� �L
1 ,
STA. 0.25
g.g,G TE
`(MJ MJn FL6) I { 1 I (� \ /'1 ND i
8 �D:l � � STA IA +30 {\ I \� �/
6 GAT VALVE � \�!i j
f $" GlATE VALVE , �_ , £' £
FL`G x M MJ F M I
STD; S'A j NI. V. O. i 3 1 5EE SHEET CA Ito' I
HYD, AI55Y- I
REMOVE EX15T, 2" BETWEEN ; C)
j PROPERTY LINES AFTER 1 I r
I 3. CONNECTING TO 2` McA1N o !
30. 30 /�-
1
STA
I +01
I
A/ 1
EA5EMEN4 L PT, j
i STA 2• 2 — — —!t I5_ EA5E MEND_ —
I • � � 11lIIIIII( llillll1i111111IIYIIiIl11IIl�I�II�I��I t11111!!i llilll
STA 0�96W NEW 8 "' D.1.2- - - -_ —
18 °.'-6-G.I, REDUCER (QE -P.E.) = {
I
INT STA "
5 t'ANDARD 5V4' M )V = (ISTA 3. 12.5 i
F -- HI D,; "A55 Y, B�BI, TEE C I (NLL FLG)
{'o OtfJ.YI 8" C.I. GATE VALVE (FLG-"J)
I — J-NEW 8 C.I GATE VALVE (FL v.
L _ - -� _ 8 FLG J ADAPTER
15' EAS —EMENT — —
L I 9.3 t
I i r a
NEW 8" ;i.
EASE MCNF1 )
't —_ .12.5'
` j
{ {
{ Is STA l 43?
{ {
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INT 5TA ) �i HID. A5'
4+3o_cT. {—
0
m
o INT. STA
m 4-66 FROM NORT13
6,76 FROM EAST
-(L 15 EASEMENT
-8" WATERLINE SEE 5HT C -2
L � —
j { 2 5T 5TA 0 +30
MATCH SHT C -7
j NEW 8 DA j
IS I j3 Exi T 2° WATERLINE
EASEMENT TC + BE REMOVED
=5'
•' CATER AL LIST
18 MIN
MIN 18"MI I-COMPOUND METER - 4'
"t �\
2-GATE VALVE ("FL) 1✓F: r_Li -�;�LE
d,r 1 - - - - -i 3 -CL 8'LONG ADAPTER (FL +PE)
— T
4- FLANGE COUPLING ADAPTER
II 2 I /43 2, '5- SHACKLE RODS 8 ANCHOR PLAR
24 MIN.
it 4 i 2 "GV /rN
I - I VA JLT
1 i 2' BYPASS WITH 2 GATE VALVE (2� OPERATING NUT) SHALL
BE INSTALLED n _ i I VAULTCONSTRUCTION AND
REINFORCING SHALL BE AS
FOR LARGE VALVE Ct{Ak�EA
3 9 MN.. REN ,oU STF..NDARD DE F:IL ~
3 -11'
4'- 3' .
-La
LID AND RING SHALL BE OLYMPIC
FNDRY+ OR EQUAL
4 RING AND 36". LID WITH METER
READER HOLE.
S NOTE
Rr METE -9 -1 I
} I j I ALL METERS SHALL BE INSTALLED BY
24 IN_ A CITY FORCES
I
! j� �g 4INCH COMPOUND METED DETAIL
t t ELEV - - - } .k L�,W. rt
GENERAL NOTES - WATER - 7 1-71
1;57 A 11-43 1_ All materials and workmanship shall comply with the provisions of
I ( -1 { 8, 8 .81 TEE 'ALL NI_') Regulations and Standards for Construction of Extensions to the City
;8. G R E D U C E R ( P E- = P E) Water and Sanitary Sewer System. Copies may a obtained from City of
- J , Renton Public Works Department.
= {16.. GATE VALVE(.`M_•.)
111 191H1 IIt111III11I11Iil!®t!!l11, { 2. The Utilities Superintendent and Inspector shall be notified prior
to construction. The Contractor is also responsible for notifying
} — all companies having underground utilities in the construction area. l�%a
SCa:_E +.' =20' Any damage to existing underground and /or above ground utilities shall
G" D.I. ! wtT E[z I { i _g7E L ?T be the Centractcr's responsibility_
�n SERv ICE TO I II4 i C STA 1,41[ 3. All fire hydrants, tees, bends and plugs shall be adequately blocked
METER VA LILT •I
fh, I / with poured concrete blocks cast in place with a minimum of i square
2 6YPA55 2' STD. WATER METER STA 1 -43 21' L foot bearing against undisturbed soil. Blocking shall bear against
METER 1nr /14AULT STA 1 +43 2b' L fittings only and shall be clear of joints so as to permit taking up
EAR E M E NT or dismantling of the joint. Fire hydrants shall be tied to the hydrant
/!5 / tee with tie rods where other than all flanged fittings are used.
— ,DISCOtv€�ECT AND PLUG
�i LINE TO SOUTH
3
IND AVE N.W 1
;,O.W. (VACATED)
I
TO REMAIN
_ � s
2a2'
0
N- W- 21 STREET o
<' pf
N
EXIST 8" C.I WATER ^'l At Nt `— j!
R.0 -W
- 5TA 4183 (LIND) = STA 6.73 NW. 2" 517 (0 +00 = 4L TAYLOR AVE NW.)
8" CA. TAPPING TEE
8" TAPPING GATE VALVE (FLGFMJ)
30'
LtJ
30'
5. Prior to acceptance of the system, the installation shall he subjected
to a hydrostatic pressure test of 300 9#1 APPROVED BY —6—
and all leaks or imperfections developing under PUBLIC WORKS DIRECTOR
said pressure shall be remedied by Contractor before final acceptance
Q
V/ATERL1NE
-
Z I
�5EE 5HT C z
as is practical, tests shall be made with pipe joints, fittings and
=(
t — — N, W. 2na
PL ILL E
INT
STA
5C)
1
i
RENTCM1 . 7,LEP7 AS ARRANGED W i T F 74 C t I 1 CF RFN TON
5+30-
UTkL' - t FIELD SUFEGr1r1 "ENtOENT.
_ 5 _
5TA 0 +00 EASEMENT
' 5TA 5 +23 NW. 2 "' PL.
I
I'
_ 14
(TO 50ivTH1
(FROl" EAST)
°
-(L 15 EASEMENT
-8" WATERLINE SEE 5HT C -2
L � —
j { 2 5T 5TA 0 +30
MATCH SHT C -7
j NEW 8 DA j
IS I j3 Exi T 2° WATERLINE
EASEMENT TC + BE REMOVED
=5'
•' CATER AL LIST
18 MIN
MIN 18"MI I-COMPOUND METER - 4'
"t �\
2-GATE VALVE ("FL) 1✓F: r_Li -�;�LE
d,r 1 - - - - -i 3 -CL 8'LONG ADAPTER (FL +PE)
— T
4- FLANGE COUPLING ADAPTER
II 2 I /43 2, '5- SHACKLE RODS 8 ANCHOR PLAR
24 MIN.
it 4 i 2 "GV /rN
I - I VA JLT
1 i 2' BYPASS WITH 2 GATE VALVE (2� OPERATING NUT) SHALL
BE INSTALLED n _ i I VAULTCONSTRUCTION AND
REINFORCING SHALL BE AS
FOR LARGE VALVE Ct{Ak�EA
3 9 MN.. REN ,oU STF..NDARD DE F:IL ~
3 -11'
4'- 3' .
-La
LID AND RING SHALL BE OLYMPIC
FNDRY+ OR EQUAL
4 RING AND 36". LID WITH METER
READER HOLE.
S NOTE
Rr METE -9 -1 I
} I j I ALL METERS SHALL BE INSTALLED BY
24 IN_ A CITY FORCES
I
! j� �g 4INCH COMPOUND METED DETAIL
t t ELEV - - - } .k L�,W. rt
GENERAL NOTES - WATER - 7 1-71
1;57 A 11-43 1_ All materials and workmanship shall comply with the provisions of
I ( -1 { 8, 8 .81 TEE 'ALL NI_') Regulations and Standards for Construction of Extensions to the City
;8. G R E D U C E R ( P E- = P E) Water and Sanitary Sewer System. Copies may a obtained from City of
- J , Renton Public Works Department.
= {16.. GATE VALVE(.`M_•.)
111 191H1 IIt111III11I11Iil!®t!!l11, { 2. The Utilities Superintendent and Inspector shall be notified prior
to construction. The Contractor is also responsible for notifying
} — all companies having underground utilities in the construction area. l�%a
SCa:_E +.' =20' Any damage to existing underground and /or above ground utilities shall
G" D.I. ! wtT E[z I { i _g7E L ?T be the Centractcr's responsibility_
�n SERv ICE TO I II4 i C STA 1,41[ 3. All fire hydrants, tees, bends and plugs shall be adequately blocked
METER VA LILT •I
fh, I / with poured concrete blocks cast in place with a minimum of i square
2 6YPA55 2' STD. WATER METER STA 1 -43 21' L foot bearing against undisturbed soil. Blocking shall bear against
METER 1nr /14AULT STA 1 +43 2b' L fittings only and shall be clear of joints so as to permit taking up
EAR E M E NT or dismantling of the joint. Fire hydrants shall be tied to the hydrant
/!5 / tee with tie rods where other than all flanged fittings are used.
— ,DISCOtv€�ECT AND PLUG
�i LINE TO SOUTH
3
IND AVE N.W 1
;,O.W. (VACATED)
I
TO REMAIN
_ � s
2a2'
0
N- W- 21 STREET o
<' pf
N
EXIST 8" C.I WATER ^'l At Nt `— j!
R.0 -W
- 5TA 4183 (LIND) = STA 6.73 NW. 2" 517 (0 +00 = 4L TAYLOR AVE NW.)
8" CA. TAPPING TEE
8" TAPPING GATE VALVE (FLGFMJ)
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79 -039' s'
4. Special attention is directed to APWA Standard Specification Section�i4►reerdN[ast
73 - "Trench Excavation and Backfill for Water Mains,'
5. Prior to acceptance of the system, the installation shall he subjected
to a hydrostatic pressure test of 300 9#1 APPROVED BY —6—
and all leaks or imperfections developing under PUBLIC WORKS DIRECTOR
said pressure shall be remedied by Contractor before final acceptance
of the system. The Contractor shall provide all necessary equipment
and shall perform all work connected with the tests and conduct said
test in the presence of the Utilities Department Inspector, Insofar
as is practical, tests shall be made with pipe joints, fittings and
valves exposed for inspection.
6_ All water mains shall be installed with 36 inches of cover.
7 A,-; I�.� N5 AND METER. INSTA'_! AT IONS SHALL BE DONE o'f THE
CITI OF
RENTCM1 . 7,LEP7 AS ARRANGED W i T F 74 C t I 1 CF RFN TON
WATER
UTkL' - t FIELD SUFEGr1r1 "ENtOENT.
t
M7
r d;
6i, ruGlE v,K.LC K ! sG.3 . 2 I..
&�c�.ntvc e I i
STD 2 INCH METER DETAIL
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LEGEND
• EXIST, TELEPHONE POLE
`0' EX1ST. FIRE HYDRANT
❑ EA15T, WATER METER
—T -- EXIST, TELEPHONE LINE UNDERGROUND
w— EXIST. WATER LINE
EXI5T. SAN! AR,. 5Flw1 R
In E7,tST. CATCH BASIN
1t1 0 =XIS T. SANITARY SEWER MAtJHOLE
iP \ \\ imm■easa� N E1,J 10" WATE R
i
d
NOTE z
CONTAcT CITY of ScATTL&
FOR r-M&S L G u tF0fZM A7laN `
!STA o + 14 E \
/// to" TAPPING TEE WET TAP REdD
io" C I. TAPPING GAT E VALVE (FLG • MJ`
I
INSTALL 10 D.I. CL 52, CT.J) WATER MAIN
STA 8 63 (1 NT. STAB ��� TELEPHONE
OU TELEPHONE MAPJHOLE ACCES —sr _ _ 4L — — STA 8 +90 0.00 E _ -. —_ - _ .. — �- -_ —... —.. + mmmrmtmmmmmmmeQ aaraarrrrae t—= '�� �T.��` STA � 0::- HAftD1E AVE S. \v _ _ T - - -� —� J LANG 5 T O 'i R D.
0 C.I TEE — ■mmrurum ■rrmm■ r rr ■mr ■mmemeeemrueamesrmms eraereausumsr ■mrmrrmuesmmemm■ ■smmmrsm ■mrmmmmrsmmmmsmmamms I - - _ _ rrrsrr ° STA 0 QO S W. _ �- — �— -r r _ T (M J . M J 10" 9.1 NIPPLE e `y. ' �-1 S A 2 ZG�10 "' C I GATE VALV R � p pi =;y t ��,�'\\ I_;TA ��07 Fi At' =1=: AVE. 5.W.
(M.J.� M,J.) CMJ M1) 8" TAPPING TEE
SHACKLE TO TEE 1 UUU (WET TAP °iE� Ll
10" PLIJG CQ &. 'S 8" C.1 TAPING GATE VALVE (FLG.xM13')
k' r RD i E M/ S ` ` cc 8 ' t0 C I REDUCER (P. E. , M.3.)
c�
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NOTE:
TEMPORARY BLOW OFF SYSTEMS WILL BE
REQUIRED AT ENDS PRIOR TO COtiNECTIONS.
AL50 REQUIRED WILL 3E 2- ID" C i. 50L10
SLEEVES FOR TIE-t!V_
GI'C'[ OE- (LENTjN To nAV-6 ALL T,6 -IAIS ,
7-1(- 71 7-11-79
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79 -059 W
APPROVED BY
PUBLIC WORKS DIRECTOR
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79 -059 W
STRRr AT Sm +a�
AND LAy !nP 41U-'
3
t to
-EXIST: 6" STEEL
WALLIN EDWARDS I 5 ADD �STA 7.46
EXIST 6.6.6 TEE ALL FLG.
18,6 C. I. REDUCER FLG. FLG
8 C.I GATE VALVE FLO,•MJ.
CNo{6 TIC- -IK5 B{ CITI' OF (LGNT'DIY,
24
4 I I
13
EXIST 4' STEEL
a EXIST �4' _
1 EELI _ -NEW 8 D. 1.
IS C -rr E _ Z 1
6 L L W `I
STA O� 16 23
2- ORE SER 5TYLE 152 `RANSITION COUPLiNG5
2- 6" D i FLG,- P.C. SPOOL
6x81GIG CRO55 C -1 ALL FLG.
8" BLIND
FLANGE STA 2i 92 , i STA 6 6 III
_ 8" C.I GATE VALVE FLG.• M,J. STA 1,59 'tXiS� , _EE \8" GATE VALVE
�EXIST 9' D 1 NIPPLE SANICrARi 1{ I`CFLG' �� CALF 1 Lr
SANITA Y / 8" I 22`12° BEND M.J M,J, CXIS1. -, 1
NOie TIE: -INS BY CITY OF ReNVON) S AN I �"A fj_ Y _ -- `�
-- - I ' ST 3T07 EASEMENT = 6.16.27 ST EVENS AvE NW.
111111111l1111111IIII1li 111111{ llllillllltl1111lYIII111i1l111lIYIlYIIl1111111lI1111l1111l11111111111l11 llllliliiflllliillll1 111!! llliltllilliiil! llliillillll1111! Y1 Y11 11lIIIYYiI!!_! i_l1i�lYYIYIIYIIl�Y111111'lilii , �6` 5 TEE ALL FLG.
- �_ — lII1111111 W 8 O IC EA5EMEN 1''. I ; j \�\ <T' {p 6•!a
STA 0.00 E SEMENT STA 2.98 F,ASEI -E �8. t(sATE VALVE
G EASEMENT LOCATE 2' /z SOUTH )1 I
3TA 7 +32,59 ENECA EXIST. E- STA 6 +iG_27 STEVE Sf AvE. NIW, ICFLG • MJ1
STA 0.0 G "5TEEL OF EASEMENT
2 -A 0-00 - INTERSECT 10N 18 �PLUfi
INTE RSECTI N C SENE'A AvE NW3 15
sTEVENS AVE f
AND t N 2 "- 5T I C NW 2-° S-r j
STA !?.OS
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SITE I 11l11 IIII` - -1
V
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�]UCID
SENECA AVE NIA F� Ir�n� In V
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FENToN AvF Tj_
SITE PLAN
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- - ,E, 6' CU`HION C
8' GF�'�E VALVE '_G. t":.J,)
510 22 '/z° BEND (LISTED ABOVE e 0116) CGMPAC7 SO
—
FXIS� GROUNI)
. T i I i I NO E=
j ST .A 0116 ,
ALL BENDS, VERTICAI AND HORIZONTALI CLASS 5
EXIST 6" S EEI. _ -. -.- f -I. STA - -- - - -` i '�G BE BLOCKED PFF. CITY OF RENTON
300 I - - - - -- - 1 STANDk.RDS
--. -.
------------
- - --j ' I - E DETAIL
C C ANC OR Se
i STA 0.331 ;NEW WATERLINE STA 1 30_ I 2. GONC2E�c ANCHORS PL!? JETA7i_ `HIS BASE TO BE
22'z 15 D� I CbNC. AN(IHOR _ AT APPRONITI AT:- 5
1
r r a P ON
-�
T� LO 'O IZ 1 P
i STA X50 j 2'-G"
2 -6
290 i !_ �CONC - _RNCHC'-�- -- - - - - -I
I
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LAMP FAB FRDM V8 F3 Fg
5/8 ROD THREAD ONE
END 12 REA'O `ACH
ANCHOR)
NOTES: TO MATCH PfPED
I A.LLtMETAL PARTS TO BE HOT SLOPE
Dip - -- T T
-� --
A
280 ! ! I E i i ` 2. CONCRE T c TO BE POURED AGAINST
i i i
i
270 SCALE
I
1 10' VERT, - ->
1 " =20' HORi2.
-- --
I USE FI'I.PE
260 I 1 ( 3' COVER
no ! - - - - -- -- -- — I -
r
! I i
-- - - � I - -- 00
CoNe ANCHOR .
2
5TA ; - - -- -- -- - - - - --
I - -- -- - - - --
I !
!ET TO MAIINTAIN
ST
0-50 TO 1175 _N A !
-T i2.so
CONC. ANCHOR ,
300
-TA 3=457
O 00 ` Ir00 2.40
STA 296
22 yz° BEND
UNDiSTU REED EART4.-
=ACKFIL1 AROUND AND OVER .ANCHOR
TO BE COMPACTED TO 95 °'° MAX.
DRY DENSITY PER MODIFIED AASHO
MEZnO
CONCR
APPROVED BY J ✓' 3
PUBLIC WORKS DIRECTOR
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STA 3 +07
TEE
ETE ANCHOR DETAIL
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