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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
8
3
:V
M
1 a �
U
O
py o I o
1
9
3
8
-
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o
f�
J
Q
W
o �
WZLF-
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p0��
m� z
rr
Q
z
Q
I W (SEE NOTE 4) LIMITS OF PIPE ZONE NOTES:
(� 3/4" SQUARES SPACED - 3/4" BACKFILL. MATERIAL
„ AS INDICATED - HT. 1/8" (SEE NOTE 5) I- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
M 6"
a C.. 2. HAND TAMP UNDER HAUNCHES.
❑ 0 G ❑ 1/2° � 2' D" �I CONCRETE CLASS C
Q °m 1:1 O -, CONCR ETE (SEE NOTE 8) C
o 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
CLASS 3000 HAND TAMP ONLY.
W _ i t' FOUNDATION LEVEL
:g 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
N d OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
x 4" A THE 'PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH, EXCEPT FOR CLASS A
4 -3
xa RAISE -1/2" 4-3/4"
(CLAS
WIDE BORDER 1 2 DESIGN) BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18
�• S A
5. TRENCH BACKFILL SHALL CONFORM TO 'BACKFILLING SEWER TRENCHES" IN THE
FIBER JOINT i-- W (SEE NOTE 4) LIMITS OF PIPE ZONE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
rA, �;wM -10" PACKING I OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER SHALL 'NOT BE USED IN THE
6„3 cc ,, 9..
z BACKFILL MATERIAL BACKFILL MATERIAL.
Uwe I,/z8 -3/4� 5/6 (SEE NOTE 5)
a - /TL7 6 6. SEE ``BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
_ STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
W 45• (1/8) BEND BEDDING MATERIAL
h o l FOR RIGID PIPE B C 7. SEE "BEDDING - MATERIAL FOR FLEXIBLE PIPE' IN THE AGGREGATES SECTION OF
\\ STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS
,. 7/8, 3g (SEE NOTE 6) „ 8. PIPE MUST BE ANCHORED IN SUCH 'A MANER AS TO ENSURE FLOW LINE IS
FOUNDATION LEVEL a MAINTAINED.
o
✓ - Z o
, .�" •° m
S
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
'__
II I
°
PLUG TO BE SEALED
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(CLASS B, C, D, .DESIGN)
BEDDING” FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
B
BEDDING
CLASS
DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
/ MIN.
1
1/.4': I.D.
12" .MAX.
*
ZERO
B
1/4 O.D.
i/2 O.D.
1/8 O.D.
ZERO
O.D. -
C
3/4 O.D.
/2 o.D.
1j8 o.D.
o.D.
—
IN SAME MANNER AS (SEE NOTE 7)
MAIN: SEWER JOINTS. * A = 4" MIN. 27" I.D. AND UNDER
6" MIN. .OVER 27" I.D.
FOUNDATION LEVEL
A
C OR 8" CLEANOUT
(CLASS F DESIGN)
c3.z N.T.S.
BEDDING FOR FLEXIBLE PIPE 3 PIPE BEDDING FOR SANITARY' SEWERS
c3.2 N.T.S.
PROPERTY LINE - SEWER NOTES & SPECIFICATIONS
�
— 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA
3' –O° MIN. STANDARDS AND SPECIFICATIONS.
FUTURE
6 BUILDING SEWER PIPE
BUILDING :SEWER 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PY ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE
°L DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 2 4 HOURS IN ADVAN CE
w `\
? ` 2 "x 4" STUD SERVICE MARKER PAINT UPPER
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER
-TEE WITH 6" SIDE OUTLET* PORTION WHITE ANS STENCIL ON SIDE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CRY OF RENTON STANDARD SPECIFICATIONS.
WARDING "SEWER" WITH 3" HIGH BLACK LETTERS.
w:. AND #6 WIRE WRAPPED AROUND THE STUD AND
6 SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
GE OR DISTURBANCE
o AVOID DAMA
a
s
H CITY,
UNLESS OT ERWISE APPROVED BY THE MAKE
TAP THROUGH CAST
Innni _: cenpLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS 5. A PRECONSTRUCTION CONFERENCE AND A 24: HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY -A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE 'THE
'CONTRACTORS RESPONSIBILITY TO NOTIFY THE Cltt INSPECTOR 24 HOURS: IN ADVANCE, OF BACKFILLING ALL CONSTRUCTION. '
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1: PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MFANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
\,NpvG Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
PNGLE� pG��N 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
�� GR� y, MIN sloPE 9. A COPY OF THESE APPROVED PLANS UST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRES
G Z S
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
HORIZONTAL PROFESSIONAL ENGINEER, OR LICENSED PROFESSIONAL SURVEYOR.
SEWER MAIN 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER;TO 95 PERCENT OF 'MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE FILL': OVER PIPE SHALL Be THE SAME AS DESCRIBED.
TYPICAL SIDE SEWER. ELEVATION
12. OPEN :CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON, EXISTING TRAVELED ROADWAY SHALL BE BACKFLLLED WITH CRUSHED ROCK AND MECHANICALLY' COMPACTED. :CUTS INTO
NOTE: THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN CONTINUOUS LINE. A TEMPORARY.MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN t 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS:'
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
13, DATUM' SHALL BE CITY OF RENTON, USGS.,
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
o z STANDARD SIDE SEWER INSTALLATION AFTER THE COMPLEnoNOFCONSTRUCnoN.
C 2 N.T.S. ® 15. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON
� STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING'OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM "GRADE SO THAT THE`EN71RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6' INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
Z
C3.2.5ANITA` SEWER DETAILS AN NOTES
c IJ: 5- 334102 SCANNED OCT 2 7``2006
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It
CONSTRUCTION SEQUENCING FOR NEW 18 INCH WAIER LINE
SIR 1. INSTALL DEAD-MAN BLOCK ON EXIS71NG 2-12" WATER LINES AT STA. 0+00, SIA.
0+19, STA. 1+71 AND STA. 1+52 FOR LATER INSTALLA77ON OF VALVES AND FINAL
CONNECTIONS. ALLOW A41NIMUM 5a4Y FOR CONCRETE CURING 77ME.
0,�
2. INSTALL NEW 18' WATER LINE FROM ABOUT STA. 0+25 (SOUTH END) TO ABOUT STA.
<
1+50 (NORTH END), A MINIMUM OF I FOOT BELOW THE EXISTING SAS MAIN. VERIFY ALL
9�� EXIS77NG PIPING, DIMENSIONS AND ELEVATIONS OF EXISTING 12" LINES TO DETERMINE
VER77r.4L BEND REQUIREMENTS AND ASSURE PROPER FIT
J. INSTALL THRUST BLOCKS AND DEAD-MAN BLOCKS ON NEW 18' WATER LINE AT
Z
N5� LOCATIONS SHOWN ON PLAN.
LLI
4. CLEAN NEW 18- LINE WITH POLYPIG, PERFORM PRESSURE TEST AND DISINFECT NEW
18' LINE.
z
LLJ N S. CITY CREW WILL PERFORM NORTH END coNNEcnoN or NEW w LINE To EXISTING
z z EASTERLY 12" LINE, INSTALL NEW 12' VALVE AND SHACKLE VALVE TO PREVIOUSLY
Z 0 INSTALLED DFJID-M4N BLOCK. SHACKLE NEW 18*xl2" TEE TO 90, SEND AT STA 1+36,
&Nh�_
LL_ -i CONTRACTOR SHALL PERFORM ALL EXC4VATION, SHORING, TRENCH DEWATERING, DISPOSAL
o o ui OF UNSUITABLE MATERIALS, PLACEMENT OF IMPORT 15ACKFILL AND SHALL PROVIDE ALL
REQUIRED 947ERALS AND FITTINGS TO COMPLETE THE CONNEC77ONS TO THE EXIS17NG
WATER LINES,
LJJ
U)
6 EXISTING EASTERLY 12- LINE, INSTALL NEW 18- 45' BEND, 18'x12' REDUCER, 12" VAL%
CITY CREW WILL PERFORM SOUTH END, STA. 0+19, CONNEC77ON OF NEW 18" LINE TO
12"XI2" TEE AND SHACKLE ALL FITTINGS AND VALVES TO PREVIOUSLY INSTALLED DEAD-W
BLOCKS
17- ON EXIS77NG 12" AND NEW 18' WATER WINS.
:z
< 7. CITY CREW WILL PERFORM NORTH END, SIA. 1+71, CONNEC71ON OF NEW 12- LINE TO
LINE, INSTALL NEW 12- 90' BEND, 12- VALVES AND SHACKLE ALL
EXISTING WESTERLY 12
FITTINGS AND VALVES TO PREVIOUSLY INSTALLED DEAD-MAN BLOCKS ON EXISTING 12' LINE
AND TO 12* TEE AT STA 1+52.
8. CITY CREW WILL INSTALL 12- 90' BEND AT SOUTH END, STA. 0+00, OF EXISTING 12-
WESTERLY LINE AND INSTALL END-CAP ON EXIS77NG LINE TO BE ABANDONED. SHACKLE 90'
BEND TO PREVIOUSLY INSTALLED DEAD-MAN BLOCKS ON EXISTING 120 LINE AND TO NEW
VALVE AND TEE AT STA 0+19.
tu
0-
0-
4"x 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
z ONE EACH SIDE EQUAL TO GRINNEL FIG.
0 1333.
1682 WITH HOSE CAPS FIG.
4" ADAPTER, FL.x SCREWED ONE EACH SIDE
id>
of 4"x 4"x 4" BULL HEAD TEE, FL.
4" PIPE FL.x FL,
TO BUILDING�
E3 u I LT
PRECAST CONCRIETE VAULT WITH
LOCKING CAST IRON COVER (H20 RATED),
NO WE. CONTRACTOR RESPONSIBLE
FOR SIZING VAULT TO FIT CHECK AND
DRIP VALVES.
SWING-TYPE GRAVITY
OPERATED CHECK ILVE
3/4- STRAIGHT SALL DRIP VALVE
NPT-TAPPED INTO INVERT OF PIPE
c; t�i�EIRE DEPARTMENT CONNECTION
z 1\ �-o N.T.S.
RESTORE ROADWAY PER
CITY OF RENTON STANDARDS
NEW FIRE HYDRANT ASSEMBLY
CONNECT TO EX. 80 WATER
TAPPING TEE
1-80XB"x6
1-6* TAPPING GATE VALVE
I-THRUST BLOCK
EX. SIDE SEWER
-SEE CONSTRUCTION NOTE 1
RIM
I E 3.5
RIM 12.8 142.72 4
IE=36.42 (ASSUMED) C3.0
-SEE CONSTRUCTION NOTE: 1
Q3@2
I 55LF-6"PVC 02.00%-
�EPLACE EX. WATER METER
WITH 1-1/2- MEIER
AND TRAFFIC RATED COVER
63LF 1-1/2-DOMESTIC-
WATER/SEWER CROSSING
IE(W)=39.65
37LF-4"DI WATER
IE(SS)=37.40 < - 11
14LF-4"Di
cq FIRE SPRINKLER WATER
I RESTORE ROADWAY
I PER CITY OF RENTON
STANDARDS
m
0 4 4"PIV
Lf) G3.1
CONNECT TO EY. 8WATER
1-13"X13"WrAPPING TEE >
< 1,
CID
1_4"TAPPING GATE VALVE
1-THRUST BLOCK <
Lo
WATER/SEWER CROSSING
SC
IE(W)-
39.90 > b Z_� ,
.2
RIM=4&7�9- G
IE=37.80 43.53
0
O'l
0
E(SS)=37.56
U k
<
LL-
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-v cf: NiTON R�_CORD�_.
'I
I "IIN BUILDING FOOTPRINT
REMOVE WATER MAINS
WATERMAIN STA 0+0 -
S CONSTRUCTION NOTE 4
'n
M NO[ VISIBLE
0
i: ITRW
IE=36.70
FIX
Bu
IFF
6'
7/ 711V
I W A2
-------
7-7
7, T
VER CROSSING
15
1 90' -
26
'A� 4 3.27
PNC
'3 "p kc
0
P! AN _R
Xqt�
r
1-4"x9(VrBEND (MJxM
1 -THRU BLOCI
1-THRUST BLOCK
DI
13LF-4"DI WATER
4"DDCV-SEE CONSTRUCTION N07 3
L , IAT--
!Ns _l 20- 4"DI WATER
4 3
FF=45.00(i ryt)
1 st LEVEL 2 4 1
G -S FT -
12nd LEVEL 3815 1 �_ 't�
5rd LEVPL 385-9,_,SQ_�1--,FT
YD
1�72
�? I
u l8,xl2!
PEXPEk
mi
7
FROM
ALL��
ALL
90' w
:12"-
- - - - - -
F4
C PACT/�OMPA(
A�_ -I
R6beH
IRODS�
TO EX. 12'0 WATER
V 8'xl8-xl2-rEE(
1.8 2-12
2" GV 5 a-p, 1-18"xl2* ER J)
lixmi
1 -TH BLOC
N-B K-
'ODI 43,79
T.. 16LF-18'ODI
CONCR ANCHOI
1 2 T.O.
�O�P__
/ 11
(18"
UCER '9LF-1 "o IP
P0E
(M MEADMAN
<l'.oO'MI .
DEADMAN
on
18"
x
42.57
4,2
FRO DEADMAN-�'_�
ALL 8" Drt%yE, 1
ALLi� DNVJ
IA41_1118" DI HAVE �,
RISER
x 77
SPUR
nv,p
PORUJ'l 01
EASEK4EN F OVER
_Rly
P P, Off 114 61 T
I CUT & CONE
TO EX.f/ 12"0
x9TBE]
12",
1 -THR
i `�_
- 7��l
p
1 41-22
I I '�! ')
/ 3.1,9
-- ,,,
11000,
r'- �1'
STA 1
x
1:THx9O`B.ELNo,
SEE CONSTRUCTION NdTE/6
') 4M3
WATERMAIN/GAS CROSSING/
91LF-18"ODIP
, /
CONSTRUCT ANCHOR BLOCK WITH TIE RODS AROUND EXISTING
WATER LINE. ALLOW A MINIMUM OF 5 DAYS CURING nME PRIOR
TO TESTING. BACKFILL AND COMPACT FACE OF WALL TO 95%
MAX. DRY DENSITY.
PLACE CONCRETE
12" PIPE AGAINST UNDISTURBED
EARTH BOTH FACES
CLASS 5 1/2 SACK
CONCRErE
3000 PSI MIN
6- SHACKLE RODS
FOR '�
'�2 PIPE
PLAN VIEW
#4 REBAR 8- D.C. E.W.
CENTER IN CONCRErE
NSTINIG PIPE
-3/4' RODS
t- --4- T
4_�/4' RODS
6-3/4* R ' DOS
4444-: 4�4�-4
81
J
r'�
c
INVINOi msit
CONSTRUCTION NOTES
JXmi
-12 1 "x J) 1 45' �\�NWATERMAIN/GAS CROSSING
1pt. �.lxm' M2
9(r B
-MAN 8' mi 1. RE-USE EX. STUB IF IT IS 6"OMIN. AND IE=36.42 (AT CONNECTION
Mj
I DE mi SEE CONSTRUCTION NOTE 6 7-
Z2 SLEEVE POINT) OR LOWER. OTHERWISE, REPLACE EX. STUB AND RECONNECT TO
C"3.0 (:Iyp) 12" 45* 12" GV SEWER MAIN (USE 8"x8N6" STRAIGHT TEE, IE= 35.15 (EX.81,
MjXMj
8" 45! MjxMj SUEE�/E JF�.35.23 (NEW 61). SEE NOTE 2 BELOW.
12
12"X8" 12" GV mi
TEE
MjXMj MjXMj
T_ (IS
4" PIPE 36"TO 42" Bp\o
FL. x SCREW 0+19
FOUND 1 1/2- BRASS DISK I- D-MAN B CX
I i Q - 1-1 E(MJ JxMJ)
W/PUNCH IN CASE.
TPEPP I VISITED 6/13/03 1-02� . 4 vi I 1-12"A R(MJxR
C: 2-12-G VALVE(FL
131.06,1
S 1-12" 8"R UCER(I
-WIT4,C8
RODS I- x45!BEN Jxh
1" 90 BEN FL7---,.� BETWEEN 0+19 1 RUST BLOC
E BIEM
R" I I
CONCRETTE E SUPPORT,
12- HIGH (MIN)
1-1/2' DRAIN ROCK,
12" MIN. DEPTH .12LJ
2. ALL SEWER PIPES SHALL BE 6"PVC ASTM D3034 SDR35 INSTAU_ED
WITH 5'MIN. COVER AND 2% MIN. SLOPE.
<8LOCK 3. INSTALL DDCV INSIDE THE BUILDING (MECH. ROOM) WITH OUTSIDE
REMOTE READER FOR BYPASS METER.
4. SEE DErAJL2 ON SHEET C3.1 FOR 18"0 WATERMAN PROFILE.
5. CONTRACTOR TO POTHOLE EX. 12'0 WATERMAINS TO VERIFY DEPTH
AND LOCATIONS PRIOR TO INSTALLING WATERMAIN. IF CONDITIONS ARE
DIFFERENT THAN SHOWN ON THE PLANS, CONTACT THE ENGINEER AND
THE CITY FOR REVISIONS.
6. CONTRACTOR SHALL POTHOLE EX. 8"0 GAS MAIN TO VERIFY DEPTH
AND LOCATION PRIOR TO INSTAILUNG WATERMAN. WATERMAIN SHALL BE
0 10 20 MIN. 1.00' ABOVE OR BELOW GAS MAIN PER PSE STANDARDS.
7. CONTRACTOR TO COORDINATE ALL WATERMAIN TIE-INS WITH CITY OF
SCALE: 1" 10'-0" RENTON WATER DEPARTMENT
C3.0 SANITARY SEWER AND WATER PLAN
-SrA 0+42
g \TMCAL CONCRET
DEADMAN ANCHOR
17
1-18'x4FBEND(MJxMJ)
(PER MY OF
RENTON WATER DEPARTMiWT)
_47
1 -THRUST BLOCK
18" mixw
JCER
20LF-18"ODIP
DEADMAN
12' 11 1/4
BLOCK
INVINOi msit
CONSTRUCTION NOTES
JXmi
-12 1 "x J) 1 45' �\�NWATERMAIN/GAS CROSSING
1pt. �.lxm' M2
9(r B
-MAN 8' mi 1. RE-USE EX. STUB IF IT IS 6"OMIN. AND IE=36.42 (AT CONNECTION
Mj
I DE mi SEE CONSTRUCTION NOTE 6 7-
Z2 SLEEVE POINT) OR LOWER. OTHERWISE, REPLACE EX. STUB AND RECONNECT TO
C"3.0 (:Iyp) 12" 45* 12" GV SEWER MAIN (USE 8"x8N6" STRAIGHT TEE, IE= 35.15 (EX.81,
MjXMj
8" 45! MjxMj SUEE�/E JF�.35.23 (NEW 61). SEE NOTE 2 BELOW.
12
12"X8" 12" GV mi
TEE
MjXMj MjXMj
T_ (IS
4" PIPE 36"TO 42" Bp\o
FL. x SCREW 0+19
FOUND 1 1/2- BRASS DISK I- D-MAN B CX
I i Q - 1-1 E(MJ JxMJ)
W/PUNCH IN CASE.
TPEPP I VISITED 6/13/03 1-02� . 4 vi I 1-12"A R(MJxR
C: 2-12-G VALVE(FL
131.06,1
S 1-12" 8"R UCER(I
-WIT4,C8
RODS I- x45!BEN Jxh
1" 90 BEN FL7---,.� BETWEEN 0+19 1 RUST BLOC
E BIEM
R" I I
CONCRETTE E SUPPORT,
12- HIGH (MIN)
1-1/2' DRAIN ROCK,
12" MIN. DEPTH .12LJ
2. ALL SEWER PIPES SHALL BE 6"PVC ASTM D3034 SDR35 INSTAU_ED
WITH 5'MIN. COVER AND 2% MIN. SLOPE.
<8LOCK 3. INSTALL DDCV INSIDE THE BUILDING (MECH. ROOM) WITH OUTSIDE
REMOTE READER FOR BYPASS METER.
4. SEE DErAJL2 ON SHEET C3.1 FOR 18"0 WATERMAN PROFILE.
5. CONTRACTOR TO POTHOLE EX. 12'0 WATERMAINS TO VERIFY DEPTH
AND LOCATIONS PRIOR TO INSTALLING WATERMAIN. IF CONDITIONS ARE
DIFFERENT THAN SHOWN ON THE PLANS, CONTACT THE ENGINEER AND
THE CITY FOR REVISIONS.
6. CONTRACTOR SHALL POTHOLE EX. 8"0 GAS MAIN TO VERIFY DEPTH
AND LOCATION PRIOR TO INSTAILUNG WATERMAN. WATERMAIN SHALL BE
0 10 20 MIN. 1.00' ABOVE OR BELOW GAS MAIN PER PSE STANDARDS.
7. CONTRACTOR TO COORDINATE ALL WATERMAIN TIE-INS WITH CITY OF
SCALE: 1" 10'-0" RENTON WATER DEPARTMENT
C3.0 SANITARY SEWER AND WATER PLAN