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RESTORE ROADWAY PER
o CRY OF RENTON STANDARDS ` - ---- S 89'19 '45 W (P)/ __-44-
14LF-6 IIII
b
CONSTRUCTION SEQUENCING FOR NEW 18 INCH WATER L -11 " 11'
NEW FIRE HYDRANT ASSEMBLY I - - - - - - p OR I I OF
VER
CONNECT TO EX. 8" WATER 1 -SSCO#2 EASEIMEN 0 `7
INSTALL DEAD MAN BLOCK ON EXISTING 2-12" WATER LINES AT STA. 0+00, STA. PRO�t F,
9, STA 1+71 AND STA. 1+52 FOR LATER INSTALLATION OF VALVES AND FINAL 1-8"x8"4" TAPPING TEE 54L�,'l
RIM=43.00
041 --p S�T�l +�l
-DAY FOR CONCRETE CURING TIME. -6" TAPPING GATE VALVE CUT & CONECT
-T C421-17- 0
1 -THRUST BLOCK EXil [AING TO
4_2�T�, �Q I 12-490-BEN (MJxFL)
Z� 2. INSTALL NEW 18" WATER LINE FROM AB 12 "pvc 14.00, BUT! )ING ATER
OUT STA. 0+25 (SOUTH END) TO ABOUT STA
CONNECTIONS. ALLOW MINIMUM 5 1 ss IE=36.70
EX. /12"0
2,7 0-MIN-1 FF L. -PATE VJLYE(FL.Wy
1+50 (NORTH END), A MINIMUM OF 1 FOOT BELOW THE EXISTING GAS MAIN. VERIFY ALL RIM 4 7 IOFO 1-12
.44
LINES TO DETERMINE I DED 3 s,� ii,
I ' LIST B
' `9 IE 35�.'17_ PV,. I _T OCK
EXISTING PIPING, DIMENSIONS AND ELEVATIONS OF EXISTING 12 1 EX. SIDE SEWER .17 8� PVC.,
o I I ' Il ILOCK�J---,,�-
-44 m . -SEE CONSTRUCTION NOTE 1 C 1 2-1BADJ111
VERTICAL BEND REQUIREMENTS AND ASSURE PROPER FIT 'BEND (MJxMJ C�IMPACT /�CMPACT
0
CL k-4'x45 vs!, H. A I.
BLOCKS ON NEW 18" WATER LINE AT SSCO#3
J. INSTALL THRUST BLOCKS AND DEAD -MAN BL T,U31 D-
8 4-FDC
LOCATIONS SHOWN ON PLAN. RIM=42 C30 STA
8 LLJ C' 1+52 Al" V
IE=36.42 (ASSUMED) /CUT & CONNECT
8 1 3: 2 4. CLEAN NEW 18" LINE WITH POLYPIG, PERFORM PRESSURE TEST AND DISINFECT NEW -SEE CONSTRUCTION NOTE I Z,7
Z TC
a _�c . N1� C192 ) EX. 12-0 WATER C,
18" LINE. WATER/SEWER CROSSING I,
55LF-6"PVC 02.00%L I I IE(W)-39 15 V 1-18"xI8"xI2"TEE(MJx�JxFLT
t,4
5. CITY CREW WILL PERFORM NORTH END CONNECTION OF NEW 18' LINE TO EXISTING 06 4'ILF-4"Di WATER 4 .8� 2-12-GATE VALVE(FLYIN)
Y LJ VALVE AND SHACKLE VALVE TO PREVIOUSLY EPLACE EX. WATER MEFER , 1-4-x45'Bj'ND (MJXMJ) 1 - 1 8"x I 2"REOUCER Mjxipo�
z EASTERLY 12" LINE, INSTALL NEW 12 WITH 1-1/2" 0 1- THRUST INSTALLED DEAD -MAN BLOCK. SHACKLE NEW 18"x12" TEE TO 90- BEND AT STA. 1+36. METER 6" Tbl�_ W 1 -THRUST BLOCK = -(_ //
J - 0 - - 1 -DEAD--MAN -BLOCK- -0
44.12
Lei. _j CONTRACTOR SHALL PERFORM ALL EXCAVATION, SHORING, TRENCH DEWATERING, DISPOSAL AND TRAFFIC RATED COVER 44
OF UNSUITABLE MATERIALS, PLACEMENT OF IMPORT BACKFILL AND SHALL PROVIDE ALL u� 38.14 16LF-18"ODIR/43--ig
W - 11 /
DOMESTIC 143 3'
0 0 LLJ REQUIRED MATERIALS AND FITTINGS TO COMPLETE THE CONNECTIONS TO THE EXISTING 63LF 1-1/2"
WATER/SEWER CROSSING-
PLA14 CV
WATER LINES. 44 21 6 #
LLJ IE(W)=39.65 142� 8 _III112.4 7 w 4- 20 1 43 C/ TO 1E(SS)=37.40 37LF-4"DI WATER
6. CITY CREW WILL PERFORM SOUTH END, STA. 0+19, CONNECTION OF NEW 18" LINE PE FVLE
RA 14LF-4"DI 81
EXISTING EASTERLY 12" LINE, INSTALL NEW I
ck� 12"x 12" TEE AND SHACKLE ALL FITTINGS AND VALVES To PREVIOUSLY INSTALLED OW-MAN �RE SPRINKLER WATER
8" 45* BEND, 18"k12" REDUCER, 12" VALVES,
<c :E 44.1(
BLOCKS ON EXISTING 12' AND NEW 18" WATER MAINS. 1__� o w 9LF-12"ODIP
RESTORE ROADWAY
7. CITY CREW WILL PERFORM NORTH END, STA. 1+71, CONNECTION PER CITY 0
EXISTING WESTERLY 12- LINE, INSTALL NEW 12- 90- BEND, 12- VALVES AND SHACKLE STANDARDS w 0 ul 10
u") A 2� m
OF NEW 12' LINE iu F RENTON <
ALL LOADI
-MAN BLOCKS ON EXISTING 12" LINE ZONE
AND TO 12' TEE AT STA. 1+52. 0 -UGP
4- P4 FITTINGS AND VALVES To PREVIOUSLY INSTALLED DEAD -MAN 4 4"PIV OO'MIN.
N1 C3.1 1�k /11,
CONNECT TO EX. 8"WATER n
-T
5. CITY CREW WILL INSTALL 12" 90* BEND AT SOUTH END, STA. 0+00, OF EXISTING 12". -8"x8"x4TAPPING TEE < a- 14=111
TAPPING TEE
WESTERLY LINE AND INSTALL END-CAP ON EXISTING LINE TO BE ABANDONED. SHACKLE 90
1-4�'FAPPING GATE VALVE
BEND To PREVIOUSLY INSTALLED DEAD -MAN BLOCKS ON EXISTING 12" LINE AND TO NEW
1-THRUST BLOCK < STA 1+3
1, M-4, - 43. 2
VALVE AND TEE AT STA. 0+19. a 1-18"x9O'BENI
,31
1 -THRUST BLO K
IE(W)=39.90 >_ PLAN _R
4 3.2 _7 SSCO#1 !C 43.34 kRD DRAI z
0 bss
0 RIM 43.7 r 4 .84 1-4".90'BEND MJxM GRAIE WATERMAIN/GAS c; hG
�J.M4)
WATER/SEWER CROSSING )� /
ffcvl! M= RUCTIO N TE, 6
z 0 1-THRUST BLOCK SEE CONST
3" 1 42.57 x 44.13
0 -7 1 -DI WATER j
JE(SS)=37.56 Or-' IE 37.8
3LF
43.53 A
4"DDCV-SEE CONSTRUCTION NOT 3
u < ASPHAL F 20LF All ER
31LF-18"ODIP
43.50 6
LL_ V)
, 61
FF=45.00(l st) CONSTRUCT ANCHOR BLOCK WITH TIE RODS AROUND EXISTING
W
cr WATER LINE. ALLOW A MINIMUM OF 5
I i EN, DAYS CURING TIME PRIOR
NO. 91 TO TESTING. BACKFILL AND COMPACT FACE OF WALL TO 95%
1 s t LEVEL 2
MAX. DRY DENSITY.
0
2nd LEVEE 385q, ,-S
PLACE CONCREIE
3rd LEVEL 39 5-9v --,S 12" PIPE AGAINST UNDISTURBED
YD Z, EARTH BOTH FACES
L X
43.79
43-74
'43 .69
N E:
IL 15 77 A
GROU
IES IS ACCORDING
UTH !! w 0 5 1/2 SACK
SIZE OF UNDER, 3: CLASS
NO CONCREFE
0
-0 CITY OF RENTON RE TEIMI ENCiIO2,
I CORDS. 3000 PSI MIN
6- 3/j: SHACKLE RODS
FOR 12 PIPE
o(I 0 -
0
PLAN VIEW
0
/� "
41:31 J #4 RE BAR 8" D.C. E.W.
REMOVE WATER MAINS 43.99 CENTER IN CONCRETE
CURB moo,ml
THIN BUILDING FOOTPRINT I o -7 5,F),
WATERMAIN. STA 0+0
S CONSTRUCTION NOTE 4
0 RISER .1 4-
T-,Tro6 "3
"UY PO L
'50.00' 7.
6 C 63.44 -T 0+45 rg"VYPICAL CONCRETE DEADMAN ANCHOR
I3 -�i o I WV NOT VISIBLE X 45.28 \T' 7.0 1-18"x45BEND(MJxMJ) (PER CITY OF RENTON WATER DEPARTMENT)
lnEvl' - 7
1- THRUST BLOCK
< Tc 44...- 20LF-18"ODIP
TC
CUT & CONNECT NOT VISIBLE 46, C. CONSTRUCTION NOTES
TO EX. 12"0 WATER WV NOT VISI E
1-12"x90' BEND (MJxMJ) IC 4
1 -DEAD-MAN BLOCK T_ , 45.19 G 45.0'6 WATERMAIN/GAS CROSSING 1. RE-USE EX. STUB IF IT IS 6'OMIN. AND IE=36.42 (AT CONNECTION
SEE CONSTRUCTION NOTE 6 POINT) OR LOWER. OTHERWISE, REPLACE EX. STUB AND RECONNECT TO
G 44.69 (a
�(TYP) SEWER MAIN (USE B"xB"x6" STRAIGHT TEE, IE= 35.15 (EX.8")
o C3.0 z*
JE--35.23 (NEW 6 SEE NOTE 2 BELOW
S_v 2. ALL SEWER PIPES SHALL BE 6"PVC ASTIA D3034 SDR35 INSTALLED
WITH 5'MIN. COVER AND 2% MIN. SLOPE.
67
BRONS \N P, I DEAD MAN BLOCK 3. INSTALL DDCV INSIDE THE BUILDING (MECH. ROOM) WITH OUTSIDE
4"x 2 1/2" FIRE DEPARTMENT DOUBLE PRECAST CONCRETE VAULT WITH 36"TO 42" STA 0+1 REMOTE READER FOR BYPASS MEIER.
LOCKING CAST IRON COVER (H20 RATED), 4" PIPE -MAN BLOCK
CONNECTION FOR STAND PIPE WITH NO BASE. CONTRACTOR RESPONSIBLE FL. x SCREW FOUND 1 1/2- BRASS DISK 1 -DEAD 4. SEE DETAIL2 ON SHEET. C3.1 FOR 18"0 WATERMAIN PROFILE.
BREAKABLE CAST IRON HOSE CAPS. 1-12'7EE(MJXMJXMJ)
z ONE EACH SIDE EQUAL TO GRINNEL FIG. FOR SIZING VAULT TO FIT CHECK AND W/PUNCH IN CASE. 9 1-12"ADAPTER(MJxFL) 5. CONTRACTOR TO POTHOLE EX. 12"0 WATERMAINS TO VERIFY DEPTH
0 1682 WITH HOSE CAPS FIG. 1333. DRIP VALVES. 1_,�l ILLIT, PI VISITED 6/13/03 S g1'02 40" \N 2-12"GATE VALVE(FLxMJ) AND LOCATIONS PRIOR TO INSTALLING WATERMAIN. IF CONDITIONS ARE
V) W DIFFERENT THAN SHOWN ON THE PLANS, CONTACT THE ENGINEER AND
4" ADAPTER, FL.x SCREWED ONE EACH SIDE SWING-TYPE GRAVITY 5j'O
OPERATED CHECK VALVE -1 �__ 1-18"x49BEND(MJxMJ) THE CITY FOR REVISIONS.
f7 6-3/4' SHACKLE RODS