HomeMy WebLinkAboutS-306401GRAPHIC SCALE \ � , \
LITHIA CHRYSLER DODGE JEEP - RENTON , �',
POF�TION OF SW 1/4, SW 1/4 OF SECTION 18,11NP. 23 N, RCE. 5 E., W.M. ` ;ol �
i Seek • •o +L CITY OF RENTON, KING COUNTY, WASHINGTON
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(X/WATER SEPARATORI4
UTILITY VAULT - ,
MODEL 5 -CPS
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N 5569.27 -
E 2369.47 R _ p -w 30
IE =20.60 (W) ' R p,IL� �Y _ p - W a
R
IE =20.65 E •'
() Pv G�1
� A Abp NOR�N�
V�B G�
C pL IN G� .:. .
OW BURL � - ,, • •' •' , -�
RET EXIT �N
TROFI . • . .
...
J
J FIRE HYDRANT NTH (1) 8"x 6' LEE (MJXFL) .. • • .
APPROXIMATE LOCATION OF 5 STORZ FlTTIN E 2637.87 1) 6 GATE VALVE (FLxMJ)
•' CT \.Inft EX. 8" PER DETAIL
•.
• (1)\8'x 8 TAPMG TEE \ MJxf l .
EXISTING SAMTARY SEINER LINE E =23•80 (1) FIRE HYDRANT A BLY PER •; •
s
(1) s GATE V VE (RxMJ)
E 2542.40 _ - _- (2) CONCRETE MIS BLO"G _ , _ - - . (1) CONCRETE BL
OM SANITARY SHALLOW N 5568.84 �_�� _ - PROVIDE 34E I CLEAR DISTANCE _ r •. Z
" � CON CTOR FlELD LOCATION
MANHOLE 0 E 2457.78 _ _ _ R O
J . •
} FROM HYDRANT IN ALL DIRECIMS w -- • .. .
EXISTING PU �a IE =21 _ " J . -- - C� ' •' : • OF E�I111VG 8' *ATM MAID PRIOR T�0
W y \r
- ' "•t -v`'� ... CONSTRIiCTiON
..
IL �" f r 1001E 6'PVC I k . ......... I � ' " W
I
x
40
60PVC 01. UK
=FINISHED GRADE r1 0 1.
�
ERVICE
I 0 I -- I ' •' • -
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IE= 20.38f(N S) I I _ I I J 0.
IE= 20.481 E J _ - I I i I CAR DROP -OFF SURVEYOR SHALL FIELD : • : • ; LU
�) i 85LF 6°PVC I i _ NEW EASEMENT ♦ W W
t 0 1.00x I I 9OL-F 61V E 2549.16 . - ... - • . • PROPOSED WATER EASEMENT . .
, I ---- -1 I 1 2 5 � • .. .
0 -_ ' -•'� BUILDING MOUNTED FDC • . • : • . - ' • • I
12LF 6" PVC NEW PIV , . .. 1 8 CROSS JxFL c • • •
0 1.00x _ -,�- �- - - _ _ i- INSTALL NEW DDCVA ., POLYPIGGING STATION PER
1 APPROXIMATE LOCATION - -- - .r -- INSIDE BUILDING .. - ' - • • • : •• • ��� ��� - -_. _ __ _ - - _ � � .. I
ON OF .
OlF' 6'"OIP 43LF 6'PVC _ 71 _ ~ • • • .
1 E)OSIING WATER LINE , /0 - • • -' 01:007 PER DET. 1 /C3.3 Col . • ; • i m
... _ / -- - DEMOLISH EXISTING • • f ' _
0 WATER - --_ --- _- -_
I
SINGLE CHECK VAL • • • . •.
EASEMENT 5539.38 / 6OLF 6"D1P H 5539.35 .
:• •
SSEMIBLY I .. �-
�� E 2375.70 � I/ 0 1.00 E 254915 FF -28.13 Y 1
..
_, PROVIDE TILE NEW NEw CONSTRUCTION C$Z'�,, .. _ cc
_ 1' N 5539. N 5539.35 IE =22.69 10 _`.. • : •
i ' "DIP TD BUILDING (APPROX 21 000 SF) a�
cma I ww E 2435.70 E 2478.15 REMOVE EXISTING
WATER METER
rE =21.55 1 26 PROPOSED WATER. EASEMENT ... •. .S �..�
IE =2 .98 CONCRETE VAULT r r Q
,�� / I CUT & CAP AFTER ..
x �''�" i 12" DOMESTIC SERVICE SAN. MH : ;' •. SURVEYOR SHALL FIELD J
RIM 25.61 VERIFY N EW EASEMENT
RI1 $ 24 / , Its. IS USABLE FLOWLINE 8" PVC N, S 19.63 1 IRRIGATION METER- DCVA
RERMT , SURVEYOR SHALL FIELD °b IE 6" PVC E. 19.63 SEE IRRIGATION PLAN F AIL ..� ... ..
EXISTING FIRE yEp1FY NEW EASEMENT � LADDER EAST SIDE
�.�� • • W
i N pp n�
CONTRACTOR SHALL OBT PERMIT
HYDRANT IN S (CENTER WEST RIM) ' I1 O 0 � - ^`- .. •.
I IE =22.50 MIN. • • • j , ... • IT FOR METER TO BE 'r . • . • . •
5 STORZ .. :.. INSTALLED BY 11�E CITY - -- __ __ • .. • .. r
9LF 6"PVC
Fl1iiN r - • • - .- ., . .
_ f r
- 05.00% REMOVE EXISTING � _ _ _ _
CHECK V A
s •s , , ALVE ... .. � EXISTING /8 WATER
�3 r I . ' 1 42 -,05` MII�. , .. • °AND VAULT. SEE C1.0 " 8 F 4 MM-79 r
jjj ..._.b.s _ 31 OLFu2V - . -, ( r
[El WT f I Li .•.•. �cn
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a I i i RIM A ST TO F.. INSTALL 8 (MJL PLUG • ; •' ,
CL I i CROSSING I , I UNABLE TO OPEN AT EXISTTIG HYDRANT LEE AND �� • •,•;• Z
• \ I 's fE =20.90 (N) CONCRETE BLOCK BY CITY.
-: •; • ; Z •
1 I SURVEYOR SH ALL FIELD VERIFY APPROXIMATE LOCATION OF RETROFIT EXISTING HYDRANT - . • .. . ' . • . • S .
SURVEYOR SHALL FlELD VERIFT ... GONTRAC TO ! V "
o I SANITARY SEWER I I 4444,6 FIELD LOCATION q` a� ,,,,,� ` J 0 ,
EASEMEIT EXISTING SANITARY SEWER LINE I I NEW SANITARY SEWER EASE'MIENT WITH 5 STORZ FITTING ....... OF EXIS 8' WATEd MAIN PRIOR TO ��'� D �
...... �/
L_ -- -.�. .�- • • • •
APPROXIMATE LOCAl10N OF EXIS - - ---- - - ---- -- - - - - � -� - - - - _ .�._._ _ _ ._..� _ _ _. _ - .....
CONS To � �
PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER EASEMENT
SANITARY SEWER LINE ` _ 1 -1 /2* PUBLIC , N W 3t
SAN. M H s CONFLICT NOTE QENER AL NOTES METER PER DETAIL �t >
/ SH .�� OC �
ALL
RIM 25.63 \ THE CONTRACTOR SHALL 8E FOR THE LOCATION DIM AND 1. TERMINATE PIPING 5' CONTRACTOR
FROM BUILDING UNLESS '��' ♦ W "
LADDER NE 8" PVC NW, S 11.00 '$► \ DEPTH OF ALL EXISTING U11U11ES WHETHER SI` M ON THESE PUNS OR NOT BY T OTHERWISE NOTED. SEE MECHANICAL PLANS OBTAIN PERMfIT FOR TD � . / � S�or►�L � 4 W 0 J"
1.A00ER EAST SIDE HOLING INSTALLED BY THE CITY �' ���� �
(CENTER WEST RIM) THE UTILITIES AND SURVM THE HORIZONTAL AND VERTICAL LOCATION OR TD FOR HORIZONTAL AND VERTICAL STUB i % E, S e ?1 o� J Z'4 '5
(POSS18lE 12" PIPE TO THE NORTH)
CONSTRUCTION. THIS SHALL M�CLUDE, CALLMG UTILITY LOCATE AT 1- 800 -424 -555 AND LOCATIONS AND CONTINUATION AT BUILDING. - 4d - •-
ter, DoT HaMc Ali ununXs AT Locanoris OF NEW unun cROSSnres TO PH CALLY 2. �/ CALL 48 HOURS
VERIFY WHETHER OR NOT CONFLICTS T. LOCA110NS OF SAID U11U11ES AS SH ON SEE DETAIL 3/C3.2 FOR BEDDING AND BAA(Fl M LL PIPE 1RENGIES FOR
CITY OF RENTON CONTROL POIN YHESE PLANS ARE BASED UPON THE UNVWIIED PUBM W°RMAnoN AND ARE SU CT PAVEMENT RESTORATION. SEE DETAIL I/c2.1 FOR BEDDING AND BAgfFlIL�f�TNL . BEFORE YOU DIG
TO vu�Anon. IF CONF11Cls SHOULD OOCUR. THE CONTRACTOR SHALL CONSULT AHpI, INC 1- 800 - 424 -5555
s NORTHING: 175890.972 � � M RESOLVE AI.l PROBLEMS PRIOR 10 PROCEEOnrG WITH coNsrnucnar. � 3. SEE qvx S►4EEt C3J -C3.3 FOR NOTES AND DETAILS. � . � /
cr FASTING: 1298016.470
z NO. 204
NORTHING: 174493.521
FASTING: 1296648.109
KING COUNTY SURVEY CONTROL POINT NUMBER TT249
BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE
WINGWALL OF BURLINGTON NORTHERN -SANTA FE RAILROAD
BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE
ELEVATION 35.72 (NAVD88)
>0
-Z
UW
$2
i
4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES '
AND STTRUCMS. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FE< �,,� CHECKED FOR COMPLIANCE CITY OF RENTON 0
FROM THAT SHOWN ON THE PLAN. T CITY STANDARDS N
BY �/ DEPARTMZNT OF PUBLIC 'WORKS
5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS, u� Afoy MTE
By OAT'E UTILITY PLAN C3.0
BASIS OF BEARINGS SITE BENCHMARK 6. SEE SHEET C3.3 FOR FIRE NKLER AND FIRE PROTECTION WNE. DATE
CENTERLINE OF SW. 7TH STREET PER "X" ON TOP OF BOLT OF 7. ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. F«ns�oHS cmr COMMENTS w,� s/13/o3 as�v a w,rt• OATM 03 -20-2003 tt! N,", O
SHORT PLAT NO. 8110239001, IN BOOK HYDRANT, LOCATED WEST 2 REVISIONS PER C17Y COMMENTS w,F 6/1d/03 MAW% ,SEA 20232900 `7
299 AT PAGE '158, (RECORDS OF KING SIDE OF HARDIE AVE. SW. 8. ALL NEW UTILITY EASEMENTS SHALL BE FUD VERM BY A o�acea osc �" �x' 1 • • ,o' ''"�0'0°�'- ""�'-
COUNTY, WASHINGTON (S.P.) ELEV. 27.23 PROFESSIONAL LAND SURVEYOR. - MO. my__ ABM. I OAIt A/MOVM ��► • Mew r�M sm"T' , ORa 11
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SCANNED NOV - 7 2003 '� ; W' :P66 Ot 40 ♦ r Iry S ,
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GRAPHIC SCALE \ � , \
LITHIA CHRYSLER DODGE JEEP - RENTON , �',
POF�TION OF SW 1/4, SW 1/4 OF SECTION 18,11NP. 23 N, RCE. 5 E., W.M. ` ;ol �
i Seek • •o +L CITY OF RENTON, KING COUNTY, WASHINGTON
Ln
os
LIU
0010
Q �S
Lu
.- � ..
ac �
(X/WATER SEPARATORI4
UTILITY VAULT - ,
MODEL 5 -CPS
J
N 5569.27 -
E 2369.47 R _ p -w 30
IE =20.60 (W) ' R p,IL� �Y _ p - W a
R
IE =20.65 E •'
() Pv G�1
� A Abp NOR�N�
V�B G�
C pL IN G� .:. .
OW BURL � - ,, • •' •' , -�
RET EXIT �N
TROFI . • . .
...
J
J FIRE HYDRANT NTH (1) 8"x 6' LEE (MJXFL) .. • • .
APPROXIMATE LOCATION OF 5 STORZ FlTTIN E 2637.87 1) 6 GATE VALVE (FLxMJ)
•' CT \.Inft EX. 8" PER DETAIL
•.
• (1)\8'x 8 TAPMG TEE \ MJxf l .
EXISTING SAMTARY SEINER LINE E =23•80 (1) FIRE HYDRANT A BLY PER •; •
s
(1) s GATE V VE (RxMJ)
E 2542.40 _ - _- (2) CONCRETE MIS BLO"G _ , _ - - . (1) CONCRETE BL
OM SANITARY SHALLOW N 5568.84 �_�� _ - PROVIDE 34E I CLEAR DISTANCE _ r •. Z
" � CON CTOR FlELD LOCATION
MANHOLE 0 E 2457.78 _ _ _ R O
J . •
} FROM HYDRANT IN ALL DIRECIMS w -- • .. .
EXISTING PU �a IE =21 _ " J . -- - C� ' •' : • OF E�I111VG 8' *ATM MAID PRIOR T�0
W y \r
- ' "•t -v`'� ... CONSTRIiCTiON
..
IL �" f r 1001E 6'PVC I k . ......... I � ' " W
I
x
40
60PVC 01. UK
=FINISHED GRADE r1 0 1.
�
ERVICE
I 0 I -- I ' •' • -
J
IE= 20.38f(N S) I I _ I I J 0.
IE= 20.481 E J _ - I I i I CAR DROP -OFF SURVEYOR SHALL FIELD : • : • ; LU
�) i 85LF 6°PVC I i _ NEW EASEMENT ♦ W W
t 0 1.00x I I 9OL-F 61V E 2549.16 . - ... - • . • PROPOSED WATER EASEMENT . .
, I ---- -1 I 1 2 5 � • .. .
0 -_ ' -•'� BUILDING MOUNTED FDC • . • : • . - ' • • I
12LF 6" PVC NEW PIV , . .. 1 8 CROSS JxFL c • • •
0 1.00x _ -,�- �- - - _ _ i- INSTALL NEW DDCVA ., POLYPIGGING STATION PER
1 APPROXIMATE LOCATION - -- - .r -- INSIDE BUILDING .. - ' - • • • : •• • ��� ��� - -_. _ __ _ - - _ � � .. I
ON OF .
OlF' 6'"OIP 43LF 6'PVC _ 71 _ ~ • • • .
1 E)OSIING WATER LINE , /0 - • • -' 01:007 PER DET. 1 /C3.3 Col . • ; • i m
... _ / -- - DEMOLISH EXISTING • • f ' _
0 WATER - --_ --- _- -_
I
SINGLE CHECK VAL • • • . •.
EASEMENT 5539.38 / 6OLF 6"D1P H 5539.35 .
:• •
SSEMIBLY I .. �-
�� E 2375.70 � I/ 0 1.00 E 254915 FF -28.13 Y 1
..
_, PROVIDE TILE NEW NEw CONSTRUCTION C$Z'�,, .. _ cc
_ 1' N 5539. N 5539.35 IE =22.69 10 _`.. • : •
i ' "DIP TD BUILDING (APPROX 21 000 SF) a�
cma I ww E 2435.70 E 2478.15 REMOVE EXISTING
WATER METER
rE =21.55 1 26 PROPOSED WATER. EASEMENT ... •. .S �..�
IE =2 .98 CONCRETE VAULT r r Q
,�� / I CUT & CAP AFTER ..
x �''�" i 12" DOMESTIC SERVICE SAN. MH : ;' •. SURVEYOR SHALL FIELD J
RIM 25.61 VERIFY N EW EASEMENT
RI1 $ 24 / , Its. IS USABLE FLOWLINE 8" PVC N, S 19.63 1 IRRIGATION METER- DCVA
RERMT , SURVEYOR SHALL FIELD °b IE 6" PVC E. 19.63 SEE IRRIGATION PLAN F AIL ..� ... ..
EXISTING FIRE yEp1FY NEW EASEMENT � LADDER EAST SIDE
�.�� • • W
i N pp n�
CONTRACTOR SHALL OBT PERMIT
HYDRANT IN S (CENTER WEST RIM) ' I1 O 0 � - ^`- .. •.
I IE =22.50 MIN. • • • j , ... • IT FOR METER TO BE 'r . • . • . •
5 STORZ .. :.. INSTALLED BY 11�E CITY - -- __ __ • .. • .. r
9LF 6"PVC
Fl1iiN r - • • - .- ., . .
_ f r
- 05.00% REMOVE EXISTING � _ _ _ _
CHECK V A
s •s , , ALVE ... .. � EXISTING /8 WATER
�3 r I . ' 1 42 -,05` MII�. , .. • °AND VAULT. SEE C1.0 " 8 F 4 MM-79 r
jjj ..._.b.s _ 31 OLFu2V - . -, ( r
[El WT f I Li .•.•. �cn
cr
dol 66
... mW
a I i i RIM A ST TO F.. INSTALL 8 (MJL PLUG • ; •' ,
CL I i CROSSING I , I UNABLE TO OPEN AT EXISTTIG HYDRANT LEE AND �� • •,•;• Z
• \ I 's fE =20.90 (N) CONCRETE BLOCK BY CITY.
-: •; • ; Z •
1 I SURVEYOR SH ALL FIELD VERIFY APPROXIMATE LOCATION OF RETROFIT EXISTING HYDRANT - . • .. . ' . • . • S .
SURVEYOR SHALL FlELD VERIFT ... GONTRAC TO ! V "
o I SANITARY SEWER I I 4444,6 FIELD LOCATION q` a� ,,,,,� ` J 0 ,
EASEMEIT EXISTING SANITARY SEWER LINE I I NEW SANITARY SEWER EASE'MIENT WITH 5 STORZ FITTING ....... OF EXIS 8' WATEd MAIN PRIOR TO ��'� D �
...... �/
L_ -- -.�. .�- • • • •
APPROXIMATE LOCAl10N OF EXIS - - ---- - - ---- -- - - - - � -� - - - - _ .�._._ _ _ ._..� _ _ _. _ - .....
CONS To � �
PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER EASEMENT
SANITARY SEWER LINE ` _ 1 -1 /2* PUBLIC , N W 3t
SAN. M H s CONFLICT NOTE QENER AL NOTES METER PER DETAIL �t >
/ SH .�� OC �
ALL
RIM 25.63 \ THE CONTRACTOR SHALL 8E FOR THE LOCATION DIM AND 1. TERMINATE PIPING 5' CONTRACTOR
FROM BUILDING UNLESS '��' ♦ W "
LADDER NE 8" PVC NW, S 11.00 '$► \ DEPTH OF ALL EXISTING U11U11ES WHETHER SI` M ON THESE PUNS OR NOT BY T OTHERWISE NOTED. SEE MECHANICAL PLANS OBTAIN PERMfIT FOR TD � . / � S�or►�L � 4 W 0 J"
1.A00ER EAST SIDE HOLING INSTALLED BY THE CITY �' ���� �
(CENTER WEST RIM) THE UTILITIES AND SURVM THE HORIZONTAL AND VERTICAL LOCATION OR TD FOR HORIZONTAL AND VERTICAL STUB i % E, S e ?1 o� J Z'4 '5
(POSS18lE 12" PIPE TO THE NORTH)
CONSTRUCTION. THIS SHALL M�CLUDE, CALLMG UTILITY LOCATE AT 1- 800 -424 -555 AND LOCATIONS AND CONTINUATION AT BUILDING. - 4d - •-
ter, DoT HaMc Ali ununXs AT Locanoris OF NEW unun cROSSnres TO PH CALLY 2. �/ CALL 48 HOURS
VERIFY WHETHER OR NOT CONFLICTS T. LOCA110NS OF SAID U11U11ES AS SH ON SEE DETAIL 3/C3.2 FOR BEDDING AND BAA(Fl M LL PIPE 1RENGIES FOR
CITY OF RENTON CONTROL POIN YHESE PLANS ARE BASED UPON THE UNVWIIED PUBM W°RMAnoN AND ARE SU CT PAVEMENT RESTORATION. SEE DETAIL I/c2.1 FOR BEDDING AND BAgfFlIL�f�TNL . BEFORE YOU DIG
TO vu�Anon. IF CONF11Cls SHOULD OOCUR. THE CONTRACTOR SHALL CONSULT AHpI, INC 1- 800 - 424 -5555
s NORTHING: 175890.972 � � M RESOLVE AI.l PROBLEMS PRIOR 10 PROCEEOnrG WITH coNsrnucnar. � 3. SEE qvx S►4EEt C3J -C3.3 FOR NOTES AND DETAILS. � . � /
cr FASTING: 1298016.470
z NO. 204
NORTHING: 174493.521
FASTING: 1296648.109
KING COUNTY SURVEY CONTROL POINT NUMBER TT249
BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE
WINGWALL OF BURLINGTON NORTHERN -SANTA FE RAILROAD
BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE
ELEVATION 35.72 (NAVD88)
>0
-Z
UW
$2
i
4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES '
AND STTRUCMS. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FE< �,,� CHECKED FOR COMPLIANCE CITY OF RENTON 0
FROM THAT SHOWN ON THE PLAN. T CITY STANDARDS N
BY �/ DEPARTMZNT OF PUBLIC 'WORKS
5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS, u� Afoy MTE
By OAT'E UTILITY PLAN C3.0
BASIS OF BEARINGS SITE BENCHMARK 6. SEE SHEET C3.3 FOR FIRE NKLER AND FIRE PROTECTION WNE. DATE
CENTERLINE OF SW. 7TH STREET PER "X" ON TOP OF BOLT OF 7. ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. F«ns�oHS cmr COMMENTS w,� s/13/o3 as�v a w,rt• OATM 03 -20-2003 tt! N,", O
SHORT PLAT NO. 8110239001, IN BOOK HYDRANT, LOCATED WEST 2 REVISIONS PER C17Y COMMENTS w,F 6/1d/03 MAW% ,SEA 20232900 `7
299 AT PAGE '158, (RECORDS OF KING SIDE OF HARDIE AVE. SW. 8. ALL NEW UTILITY EASEMENTS SHALL BE FUD VERM BY A o�acea osc �" �x' 1 • • ,o' ''"�0'0°�'- ""�'-
COUNTY, WASHINGTON (S.P.) ELEV. 27.23 PROFESSIONAL LAND SURVEYOR. - MO. my__ ABM. I OAIt A/MOVM ��► • Mew r�M sm"T' , ORa 11
<t
SCANNED NOV - 7 2003 '� ; W' :P66 Ot 40 ♦ r Iry S ,
0