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EXTR. CURB SS MH 10E- -7 --
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ASPHALT Ef R/W o RIM 28.59 3 4 Q EADERS CO KW,
"' 6"
CON( W,SE 21.63 ` ASPHALT U CB3 Cj
T r� l / 777-/ 1 -77-r r i �r i •T - �, ..�.._.. Lam. , 0 0
•rte �HAI K �
.G 787.3' GREASE TRAP 10E- 9 ssco `�' " TU TILE CONC ALG_�Ap` .
TCE EX BOEING 6 CI-
WEST ACCESS LID CENTER ACCESS LID EAST ACCESS LID
/ 00 ¢ DOMESTIC WATER RI VAULT
RIM 28.54 RIM 28.51 RIM 28.48 `i BTM 17.57
6" RISER, TOP 23.15 6" RISER, TOP 22.97 6" RISER, TOP 23.14 U w � B'
,. " " � GE � 80 ' o
,t 6 DI W 21.51 6" IP W 26.32 „ s DI E 21.84 � 6 �; ; BTM ELBOW .80 STA 72 +42.40 9.00 LT
6 IP E 26.28 6 IP E 26.32 6 DI W 26.36 1 i �c " „
BTM STRUCTURE 16.50 BTM STRUCTURE 16.54 6" DI E 26.42 A � fi DI S .98 SSMH #8--5, 48
BTM STRUCTURE 16.08
N 8TH ST
STA. 72 +37.34=
ca
.� PARK AVE N STA.
1 30 +00.00 t
BUS 140T C81
- .4-L
CB15
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U ■
i�
MI
SCALE
o 20 0 10. 20 40
IQ
M FEET )
I
CONSTRUCTION. NOTES.
°W
1. PROTECT EXISTING BOEING UTILITY TO REMAIN.
A .2.• CUT AND. PLUG ABANDONED BOEING WATER AND SEWER LINES
0 Q 7 WHEREVER ENCOUNTERED EXCEPT WHERE NOTED "TO REMAIN ".
�I 1 PLUG WITH- MINIMUM - •12 LENGTH- OF CONCRETE AT EACH- CUT.
o 0 P
= 3. REMOVE AND DISPOSE OF FIRE
H DRA TS, ND PIV'S. 'CUT AND CAP C ST I ON CI) PIPE RISER
CB8 s w R 1 1 E 0 IO A I P P
ra. P BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP 10" CI
W ABANDONED FIRE PROTECTION LINE ON NORTH SIDE OF STREET,
AND 6 CI ABANDONED POTABLE WATER LINE ON SOUTH SIDE OF
Q STREET. DRAIN LINES-BEFORE, CAPPING, DECHLORINATING AND
-- -t4 PROPERLY DISPOSING OF WATER.
... DETECTOR
LOMT H2O VALVE
r\
Stotion=72+55.71 H2O CL
15" SS ! Offset =- 24.550 Station= 72+57.28
s(� H2O Vertical Bend Offset =- 28.452
Stotion =72 +49.43 T.O.P. 24.8
�` • Offset =- 24.091 H2O Vertical Bend
T.O.P. =24.1 Stotion= 72+52.95
C$9 < H2O CL Offset =- 24.399 H2O Volve
IF Station= 72+41.69 T.O.P. =24.3 Stotion =72 +57.26
Offset =- 24.228 Offset =- 26.148
T.O.P. =20.4
H2O TEE
Stotion =72 +57.22
i Offset =- 24.530
T.O.P.24.8
C^VERED Z .
H2O CL ° H2O CL
Stotion =72 +54,33 Station= 72+57.38 W I: �1
M ENT
Offset =- 24.451 Offset =- 22.971
T T.O.P. =24.5 T.O.P. =26.6 V Fl LE
IS H2O CL f
Stotion =72 +57.35 DIA. x
`G Offset =- 21.760 »
T.O.P. =24.8 6 W x
.;� 2--4
PL PUMPS, 1--4" METER, 2•--4" GATE VALVES, AND 2--4" CHECK
" VALVES. REMOVE. AND DISPOSE OF ALL OTHER PIPING LADDERS
FD 3 BRASS HATCHES, AND OTHER APPURTENANCES. PLUG THE FOLLOWING
(STA \72+§6.381 NG
• 9.00' RT BURIED. PIPES WITH MINIMUM 12" LONG CONCRETE PLUG.:. 2--12
SSMH 8--6 48 "= SEWERS INTO WET WELL, 2--4" PIPES FROM WET WELL, AND 3--4"
- Lao PIPES IN /OUT OF VALVE VAULT.
]PM °
8. EXISTING 10" WATER METER VAULT TO BE ABANDONED, AFTER
.P1 TC It -
APPROXIMATELY DECEMBER 2006, (VERIFY WITH ENGINEER). SEE
.NOTE 9. VAULT CONSISTS OF ±10'-11 x 6'- -5 "W x 6'H
8TH ST 72 +37.34= CONCRETE VAULT WITH 1-12". METER, 1--6" METER, 2--12" GATE
zz ARK AVE N 0 +06 Z 3: Z VALVES, A 6" CHECK AND GATE VALVE, AND TWO TEES. SALVAGE
<< THE METERS AND VALVES. REMOVE AND DISPOSE OF ALL OTHER
:z L PIPING, LADDERS, HATCHES, AND PIPE FITTINGS. CUT AND PLUG
�' Z (n .,>Y., L c o W c i c° 2--12" PIPE ENTRIES WITH „
cif ,� ,� w s s I N �-- I H MIN. 12 LONG CONCRETE PLUG.
EXISTING GROUND ° ...., o0 0 �' c @ @@<
a ov o co
^�`�) �/�[�}/) 'REMOVE EQUIPMENT FROM VAULTS. DEMOLISH VAULTS TO AT I q two N INSTRUCT I O N ~ ...:._j Q° w w `J ��' w w• '
Gil cn ? <t F- N U7 F- a- a- H � �-- s z sa-- - �. LEAST 4 BELOW FINISH GRADE. BACKFILL WITH CONCRETE, CDF,
FIN ISHED GRADE N x x X X w x X X x O X X x 0 X x OR >< XX 0 X X cnl OR COMPACTED SAND.
Q CONSTRUCTI N. C/L X X w X 04 w w w w w w w w --a w w w f-- w V) X ww 0 ww w w xcn i„``►
c1q ,
�-. o,. LT FAR At
c UCTED DEWLS
ems- . STA 71 +57.62, 24.
_ -- -- CONNECT TO EX 12
WATER MAIN, I«AURE MARKED. IN R
I `r SEE DETAIL 1, DWG U26
w �. �.. .....r.. .... .� .ur..r.. w.....i.. .... wr r .�..wr.. ..... ..... ..�...i..r .. ..�. �... •..� ... r. �. .�.. ..+.. �... wr.•. .�. � 71f 1!i WERE D � R
j 1--12 x12" TEE, FL x FL ,
W_
"
3. --12.. GATE VALVES, FL x. MJ LOSE
35 F' L 12 W w ..
CL 52 DI) 0 as
o (n 11. STA 73+11.22, 53 :24' LT � 0-0 14r
PIPE END CAPPED FOR FUTURE EXTENSION CLEANOUT�
w a
W SEE GE ERAL 12" MIN PER RENTON . STD PLAN �
NOTE 2 TYP 7 L T5" PVC SS I 7 LF -- 15 PVC SS I PLA B076.1, IE 20.93
C LR, TYP 3 5 F -- W
GENERAL NOTES: 3f Q
cn
FT '"� a�=
0 I
S-0.004 / 1. FOR STORM DRAIN LOCATIONS SEE DWGS SD00- -SD25.
S--0.0 4 FT/FT " VE TICAL BEND � '
0 4 --0 IN COVER CV
C/L Of PIPE, TYP PE DETAIL 2, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
Dw U279 TYP I I "�
DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO
3c: V) MORE THAN HALF OF MANUFACTURER'S RECOMMENDED
• ! to � MAXIMUM.
to i r, w •
04 e^-- e-- .--- co
1* i-- 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
cV III i i I 1 W
WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE
w 00 a, � PER ANSI /AWWA C105.
w 6 0) C o Z
'Iet< cw
LLJ Uj Ld LL Uj
r
V X
LEGEND.o�c.
JOINT TR NCH- t,_ . j
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`L
UD0kri P e c k # r;+� �'�, I ST 1
(0
00 00(D N t'`� t.n d- N (a 0 rn 00 LO d- O 0) O d- O P'_ � N 00 �' t.n o (� N 00 LO # $ 4 795, s�VIVAT. �G
t.n (D (0 1- Ltd Lo n LO N (a t-- 00 0) Oo C3) 0) 0) Im 0') N (0 N -d' !n
a) 00 0) oo a; 006 00 a) o0 0) 00 0) 00 00 0000 00 00 00 0) 0) c; 0) rn 006 c � cn EXPIRES _ 06/06/07
N N.N NN NN NN NN NN NN NN NN NN NN NN NM Nt'7 NN NN N -"'-'-
, ao 1 69--50 1 70--00 701:50 71:[00
71--50.. 72 00 72 50 73100
a SURMi : SCAM DAM
CSR �w CITY OF
CITY OF RENTON 4/17/06
3350 Monte Villa Parkway SHC Consultants, LLC H. " =2(3' � ► /+�� :A >�-
Bothell, Washington 98021 -8972 ■ 2 '
g 7 0 Third Avenue, suite �20o DAR V. � " =5' SOUTH LAKE WASHINGTON
Seattle, Washington 98104 -1820
� g �. RENTON P�
(425)951 -4800 Tel: (206) 505 -3400 PLS ROADWAY IMPROVEMENTS
(425)951 -4808 Fax CO N SU LTAN Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/{6 ._0 " SME DATUM Plonnin �
Fo merlya Division of Berryman & Henigar• LCA Ir mn ow g /Butldtng /Pub1tC Works Dept. UTILITY PLAN AND PROFILE
whpacxfic.cvtxr NO. REVISION BY DATE APPR sCAE ACONOMWY N. 8TH ST. STA. 69 +00 TO STA. 73 +25
a: LCA
95 204
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EXTR. CURB SS MH 10E- -7 --
,U U 0
ASPHALT Ef R/W o RIM 28.59 3 4 Q EADERS CO KW,
"' 6"
CON( W,SE 21.63 ` ASPHALT U CB3 Cj
T r� l / 777-/ 1 -77-r r i �r i •T - �, ..�.._.. Lam. , 0 0
•rte �HAI K �
.G 787.3' GREASE TRAP 10E- 9 ssco `�' " TU TILE CONC ALG_�Ap` .
TCE EX BOEING 6 CI-
WEST ACCESS LID CENTER ACCESS LID EAST ACCESS LID
/ 00 ¢ DOMESTIC WATER RI VAULT
RIM 28.54 RIM 28.51 RIM 28.48 `i BTM 17.57
6" RISER, TOP 23.15 6" RISER, TOP 22.97 6" RISER, TOP 23.14 U w � B'
,. " " � GE � 80 ' o
,t 6 DI W 21.51 6" IP W 26.32 „ s DI E 21.84 � 6 �; ; BTM ELBOW .80 STA 72 +42.40 9.00 LT
6 IP E 26.28 6 IP E 26.32 6 DI W 26.36 1 i �c " „
BTM STRUCTURE 16.50 BTM STRUCTURE 16.54 6" DI E 26.42 A � fi DI S .98 SSMH #8--5, 48
BTM STRUCTURE 16.08
N 8TH ST
STA. 72 +37.34=
ca
.� PARK AVE N STA.
1 30 +00.00 t
BUS 140T C81
- .4-L
CB15
■
C
• r
U ■
i�
MI
SCALE
o 20 0 10. 20 40
IQ
M FEET )
I
CONSTRUCTION. NOTES.
°W
1. PROTECT EXISTING BOEING UTILITY TO REMAIN.
A .2.• CUT AND. PLUG ABANDONED BOEING WATER AND SEWER LINES
0 Q 7 WHEREVER ENCOUNTERED EXCEPT WHERE NOTED "TO REMAIN ".
�I 1 PLUG WITH- MINIMUM - •12 LENGTH- OF CONCRETE AT EACH- CUT.
o 0 P
= 3. REMOVE AND DISPOSE OF FIRE
H DRA TS, ND PIV'S. 'CUT AND CAP C ST I ON CI) PIPE RISER
CB8 s w R 1 1 E 0 IO A I P P
ra. P BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP 10" CI
W ABANDONED FIRE PROTECTION LINE ON NORTH SIDE OF STREET,
AND 6 CI ABANDONED POTABLE WATER LINE ON SOUTH SIDE OF
Q STREET. DRAIN LINES-BEFORE, CAPPING, DECHLORINATING AND
-- -t4 PROPERLY DISPOSING OF WATER.
... DETECTOR
LOMT H2O VALVE
r\
Stotion=72+55.71 H2O CL
15" SS ! Offset =- 24.550 Station= 72+57.28
s(� H2O Vertical Bend Offset =- 28.452
Stotion =72 +49.43 T.O.P. 24.8
�` • Offset =- 24.091 H2O Vertical Bend
T.O.P. =24.1 Stotion= 72+52.95
C$9 < H2O CL Offset =- 24.399 H2O Volve
IF Station= 72+41.69 T.O.P. =24.3 Stotion =72 +57.26
Offset =- 24.228 Offset =- 26.148
T.O.P. =20.4
H2O TEE
Stotion =72 +57.22
i Offset =- 24.530
T.O.P.24.8
C^VERED Z .
H2O CL ° H2O CL
Stotion =72 +54,33 Station= 72+57.38 W I: �1
M ENT
Offset =- 24.451 Offset =- 22.971
T T.O.P. =24.5 T.O.P. =26.6 V Fl LE
IS H2O CL f
Stotion =72 +57.35 DIA. x
`G Offset =- 21.760 »
T.O.P. =24.8 6 W x
.;� 2--4
PL PUMPS, 1--4" METER, 2•--4" GATE VALVES, AND 2--4" CHECK
" VALVES. REMOVE. AND DISPOSE OF ALL OTHER PIPING LADDERS
FD 3 BRASS HATCHES, AND OTHER APPURTENANCES. PLUG THE FOLLOWING
(STA \72+§6.381 NG
• 9.00' RT BURIED. PIPES WITH MINIMUM 12" LONG CONCRETE PLUG.:. 2--12
SSMH 8--6 48 "= SEWERS INTO WET WELL, 2--4" PIPES FROM WET WELL, AND 3--4"
- Lao PIPES IN /OUT OF VALVE VAULT.
]PM °
8. EXISTING 10" WATER METER VAULT TO BE ABANDONED, AFTER
.P1 TC It -
APPROXIMATELY DECEMBER 2006, (VERIFY WITH ENGINEER). SEE
.NOTE 9. VAULT CONSISTS OF ±10'-11 x 6'- -5 "W x 6'H
8TH ST 72 +37.34= CONCRETE VAULT WITH 1-12". METER, 1--6" METER, 2--12" GATE
zz ARK AVE N 0 +06 Z 3: Z VALVES, A 6" CHECK AND GATE VALVE, AND TWO TEES. SALVAGE
<< THE METERS AND VALVES. REMOVE AND DISPOSE OF ALL OTHER
:z L PIPING, LADDERS, HATCHES, AND PIPE FITTINGS. CUT AND PLUG
�' Z (n .,>Y., L c o W c i c° 2--12" PIPE ENTRIES WITH „
cif ,� ,� w s s I N �-- I H MIN. 12 LONG CONCRETE PLUG.
EXISTING GROUND ° ...., o0 0 �' c @ @@<
a ov o co
^�`�) �/�[�}/) 'REMOVE EQUIPMENT FROM VAULTS. DEMOLISH VAULTS TO AT I q two N INSTRUCT I O N ~ ...:._j Q° w w `J ��' w w• '
Gil cn ? <t F- N U7 F- a- a- H � �-- s z sa-- - �. LEAST 4 BELOW FINISH GRADE. BACKFILL WITH CONCRETE, CDF,
FIN ISHED GRADE N x x X X w x X X x O X X x 0 X x OR >< XX 0 X X cnl OR COMPACTED SAND.
Q CONSTRUCTI N. C/L X X w X 04 w w w w w w w w --a w w w f-- w V) X ww 0 ww w w xcn i„``►
c1q ,
�-. o,. LT FAR At
c UCTED DEWLS
ems- . STA 71 +57.62, 24.
_ -- -- CONNECT TO EX 12
WATER MAIN, I«AURE MARKED. IN R
I `r SEE DETAIL 1, DWG U26
w �. �.. .....r.. .... .� .ur..r.. w.....i.. .... wr r .�..wr.. ..... ..... ..�...i..r .. ..�. �... •..� ... r. �. .�.. ..+.. �... wr.•. .�. � 71f 1!i WERE D � R
j 1--12 x12" TEE, FL x FL ,
W_
"
3. --12.. GATE VALVES, FL x. MJ LOSE
35 F' L 12 W w ..
CL 52 DI) 0 as
o (n 11. STA 73+11.22, 53 :24' LT � 0-0 14r
PIPE END CAPPED FOR FUTURE EXTENSION CLEANOUT�
w a
W SEE GE ERAL 12" MIN PER RENTON . STD PLAN �
NOTE 2 TYP 7 L T5" PVC SS I 7 LF -- 15 PVC SS I PLA B076.1, IE 20.93
C LR, TYP 3 5 F -- W
GENERAL NOTES: 3f Q
cn
FT '"� a�=
0 I
S-0.004 / 1. FOR STORM DRAIN LOCATIONS SEE DWGS SD00- -SD25.
S--0.0 4 FT/FT " VE TICAL BEND � '
0 4 --0 IN COVER CV
C/L Of PIPE, TYP PE DETAIL 2, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
Dw U279 TYP I I "�
DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO
3c: V) MORE THAN HALF OF MANUFACTURER'S RECOMMENDED
• ! to � MAXIMUM.
to i r, w •
04 e^-- e-- .--- co
1* i-- 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
cV III i i I 1 W
WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE
w 00 a, � PER ANSI /AWWA C105.
w 6 0) C o Z
'Iet< cw
LLJ Uj Ld LL Uj
r
V X
LEGEND.o�c.
JOINT TR NCH- t,_ . j
l S
`L
UD0kri P e c k # r;+� �'�, I ST 1
(0
00 00(D N t'`� t.n d- N (a 0 rn 00 LO d- O 0) O d- O P'_ � N 00 �' t.n o (� N 00 LO # $ 4 795, s�VIVAT. �G
t.n (D (0 1- Ltd Lo n LO N (a t-- 00 0) Oo C3) 0) 0) Im 0') N (0 N -d' !n
a) 00 0) oo a; 006 00 a) o0 0) 00 0) 00 00 0000 00 00 00 0) 0) c; 0) rn 006 c � cn EXPIRES _ 06/06/07
N N.N NN NN NN NN NN NN NN NN NN NN NN NM Nt'7 NN NN N -"'-'-
, ao 1 69--50 1 70--00 701:50 71:[00
71--50.. 72 00 72 50 73100
a SURMi : SCAM DAM
CSR �w CITY OF
CITY OF RENTON 4/17/06
3350 Monte Villa Parkway SHC Consultants, LLC H. " =2(3' � ► /+�� :A >�-
Bothell, Washington 98021 -8972 ■ 2 '
g 7 0 Third Avenue, suite �20o DAR V. � " =5' SOUTH LAKE WASHINGTON
Seattle, Washington 98104 -1820
� g �. RENTON P�
(425)951 -4800 Tel: (206) 505 -3400 PLS ROADWAY IMPROVEMENTS
(425)951 -4808 Fax CO N SU LTAN Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/{6 ._0 " SME DATUM Plonnin �
Fo merlya Division of Berryman & Henigar• LCA Ir mn ow g /Butldtng /Pub1tC Works Dept. UTILITY PLAN AND PROFILE
whpacxfic.cvtxr NO. REVISION BY DATE APPR sCAE ACONOMWY N. 8TH ST. STA. 69 +00 TO STA. 73 +25
a: LCA
95 204
I -