HomeMy WebLinkAboutzS-2122SetSANITARY SEWER MAIN EXTENSION PLAN /--P,.,,ROFIL-2
SA- 12,1-011 TALBOT = /
STA. 100+00 LARDY ^U1
Rr
/.MOVf/R,u,,,EPLACEaT "cb` ,u�
. O APPROXIMATE LOCATION { .
OF, FSEROPTIC CON�DUIT
CONTRACTOR SBALi SECURE AND
.. PROTECT DURING OONSTRWCT.*N,
"
REPLACE EXISTING
NDCNARECT TO EkFSTNG 1 Dfi O DRIVEWAY WITH CURB, GUTTER &•
® EIE7AIL CONC. ;IVAL.M
PER CITY ST05...
STA. A3'P.v.ilS' LIL��
SEE 947. C -5 SS 5
STA
CALITRON: UTILITY CROSSING RigMpig EX. WX#IR STD 1O2fiH ^ # ♦.
NaOT HOLE` TO LOCATE EXISTING (AF>� T CONSTRUCTION STD 066
WMLIT&S PRIOR TO CONSTRUCTION `.yS•
OF SANGTAiR1' R'FiR)
.. oQ .
PER CRY SM. . - � .cc�. ' V•
FF IA� HANDICAP RAW,, -
PEAR CRY DETAIL RETIE EXGF CIlW$, GUTTERR, & � EK. POWER �
M'lw m
- - --
BEFORE DIGGING, CONTACT
APPROACH PER C Y OF
To BE RELI
4
l UTILITY CONFLICT NOTE:
REMOVE EK. J 90X
o 4
aP -' °
°'=" M'+A'ER�N;D 5T52u�CTI�DN)
CONTRACTORS c- •00R,NATE-WCfH ? I q
UTILITY LOCATE 0
$ PER CITY STANDARDS
PO MPANY OWSECURING POLE -
- �- L
CAUTIGN:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, & DEPTH
1- 800 - 424 -5555
OF ALL MISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION.
'
■
SCALE. 1 =2O
THIS SHALL NCLUDE CALLING UTILITY LOCATE D 1- 800 - 424 -5555 AND THEN POTHOLING
+Td1 CF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY GROSSING TO PHYSlCAldY
VERIFY" :WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THEE
PLANS ARE (BASED 'UPON THE 'UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCWR. THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING
`
E.tNGRNE#'.RS, NC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
SA- 12,1-011 TALBOT = /
STA. 100+00 LARDY ^U1
Rr
/.MOVf/R,u,,,EPLACEaT "cb` ,u�
. O APPROXIMATE LOCATION { .
OF, FSEROPTIC CON�DUIT
CONTRACTOR SBALi SECURE AND
.. PROTECT DURING OONSTRWCT.*N,
"
REPLACE EXISTING
NDCNARECT TO EkFSTNG 1 Dfi O DRIVEWAY WITH CURB, GUTTER &•
® EIE7AIL CONC. ;IVAL.M
PER CITY ST05...
STA. A3'P.v.ilS' LIL��
SEE 947. C -5 SS 5
STA
CALITRON: UTILITY CROSSING RigMpig EX. WX#IR STD 1O2fiH ^ # ♦.
NaOT HOLE` TO LOCATE EXISTING (AF>� T CONSTRUCTION STD 066
WMLIT&S PRIOR TO CONSTRUCTION `.yS•
OF SANGTAiR1' R'FiR)
.. oQ .
PER CRY SM. . - � .cc�. ' V•
FF IA� HANDICAP RAW,, -
PEAR CRY DETAIL RETIE EXGF CIlW$, GUTTERR, & � EK. POWER �
M'lw m
-
JOINT
STABILIZE TRAFFIC SIG POLE AND
PROVIDE ADEQUATE SN NG
OF UTILITY EXCAVATION FOR � 4
PROT'ECTKIN OF POLE AND,'
J 12.08.19• E FOUNDATION. W F
1.16 REMOVE /REPI -\E STING SIDEWALK
AT NEAREST EXPANS N JOINT AS '
cfi NECESSAR'R FOR SAN. SEWER INSTALLATION 100t981 5f? Rr.
- 26.39
_ END OF EXIST,���0.89 (3' /NJ
WALK. 20.74 ��((�� _
F (3" OUTN' '
INSTALL. CONC. WALK �
• e 1 \ BETWEEN EXIST. CURB 000e ,
AND R/W UNE (TO STA
W¢ 101 +40)
S° S$ 10' WIDE PUBLIC
/
UTILITY EASEMENT q1 �� •.
ST +78, I ZP
�SCO
3 L = 206.73'
f
A _
TJ] + O
E L
�( O 4D Q
U m r
Q a c m
ID
E® � Tn
o c m c-
0 ¢Wwo
ccl
(.) o
o CD
-0 0 CD
O Q
c O
(D J
O -le
� O
U � �
ca X
j m
O
a
#2 p = 03.08'07 3 LF 6" PVC ` 4 `°\ lLl
62' L T. @ MANHO
uTI62 {y W
An e _ I___ REMOVE EXIST. CWUNLIX J, �UT9TX FA.IIffNT = N Z
N57-M -1
�� FENCE REPLACE Pueuc utnlry GFLF 3"PV
SMITNERS AVE S. T. SIDEWALK
�' J REMOVE SSA IN KIND AFTER ,CON EASEMENT ' -
DVE & REPLACE AS NE ESSARY FOR INSTALLATION STRUCTION.- .;._"- ' � ST 16 LT 58• \\, � � }
. -BOX TO OF 'SEWER REPLACE -PER . • ' - ,.. ^' �� \ TRAFFIC Sli`.tlAL SOJ \ N u
EAEkC,OF HALM CITY STDS. {CET: ON SHT. C -5) - . ` _ / CONTROL
iS
-� _ TO REMAIN.. CONTROL BOX & J BOX AND ('FROYNV
W
E:K CURB & GUTTER G �, �, a
l \ -�, ,a INEPLlnCE h . ,.i_ 7a:•�. y _ R = 250.00• THE INTERSECTION TRAFFIC SIGNALIZATIONN� Q Z
PAVEMENT - ' ,,� � � � Bi02�9 �L�'�. � •< � A_ � / L = 66-9 % SYSTEM MUST REMAIN OPERATK3NUL \ "\ t/1, z >OiT.
SA'ACUT .AND FREIIAOVE ETC. PA EX V! _
AS NECESSARY FOR NNSAA7ll947K9N 'OF � IN � ®y / p = i520•'J9° DURING CONSTRUCTION. {�
SANITARY STOP u N zAS - -- >� _ �T" s?s cN6 's �. z ZZ d Q
LIMITS OF ASPHALT / FEW:E TO PROP_ ° Q
a
R�TN uRTw Y uNSTA1uATUONS NG `
_. .
APPROXIMATE AND MAY %% I LICSG AS SH0T1'A1 CIO
�j
UPON Sow COTIDNRtlO}NS AND THE CCNTRACTORS \�. _ • -_
REARDUE Eac OCNO2ETE WALK awRa CUTTER s ff PRDFNLE3 R = 250.0 16ERXUP7 CAE (TYP) Et rRt AAID Qe °� \ ` Q �- a m Z
AS NECESSARY AT NEAREST EXPANSION 90RJTS 4556 E a REPLACE (ar-afR Six£RISTRL1cT1ON)
FOR CNNRS"ZOCTRGN OF SAIL SEVJER / \i81 / ss M p = x8'46 "46° R = 13BZ42 PER Cff sFNOxDAFtDS `\ 1 < VQO
R ON RIND_ .� 17 Z`Aly STA 1' LT T• L = 81 94• J L = 223.33' \..... Z Q I-
\ STA 23.38 L T Z 15. -= 0915'23° Q 0 Z Z
2429 SS NO FENCE �j °� ui
7' WIDE �PUBUC {{.l1TIL1�T))'Yy ��1 ♦/�
EXWME CATCH BASN� /SL75(8° /NJ BY 0 EEVELNTOTORBEAACUUIRED STA. /2-1 X56' L T. REPLACEMENT - : FIN. GRADE - - vJ vJ W Z cr
22 i/2 VERT BEND-- AND ORASN PIPE AS E - /�O9//BYJ� .... RIM 26.4... IN PLANTER
-
NECESSARY OR
-
Z
Z
INSTALLATION OF 6.8
/E _ /6.38 3 uj s MH 30 Rw_ 0 .' iE Q
RSM 17 SHT (FL INS} GRADE) IE 12.10 5 ;E 1N 7. 5 ~
JE = 85 i W X O
SS NMI/ /11fR 4 EXST. GRADE IE N 4o E _, - - - -- -- — — ~ /�
IE UT =7 20 -
STA 13 +88 (X153, PRESSURE _ _ .. - 627
ri� o CAS L - - - - -- 47 LF 8- SS @ 20
Rx. z< _ .&3B' LF - 3' FOACED LINE
4VATERMA ° S 13 +49, STA. 13+47 :. - - .4.39•°6
144 LF - 8" SS @ 0.83% /44 LF - 8" SS @ /-48% SS MH #! ; o vT
s .TELEPHONE - - - - o
22 1/7 - .. -.. 43L 18' "C :. c3 o v
/ - 257 LF 8' PV 0.40% z U o CD 2
per' 97 LF 18 FNC 0 0.129 85 LF ' 8 C 0.729 . + Q o =
178 LF 18` PVC 0.12% `�z
OD '$ ,o� 10 /1L♦ moo mm
�� 1F 2 g °9• I E - I I OS -. :.
®1sT_ nDS �' c SS MH #3 1 � c =
METRO sEAER 43 L - (8' SS R 24.6% MH #2
i CONNECT PER DETAIL. SHT C -11
' N
0 V+
LD J • a v"'. c
z
W
�sv
W
o io .
^' >.
W y
�. .. .-
J � � a N � S.
a - a c
.P
CO oo�
_ .. < <n
zssz7 � nn''tt i a = � mm
cz 0
ca ONAL EN
EXPIRES 01 -07 -95 V J r max-.
CITY OF RENTON
DEPARTMENT CF PUBLIC WORKS
SANITARY SEWER. EXTENSION PROFILE
AS -BUILT REVISIONS JSG JSG 8 -12 -94
SCALE: 1• = 20' HGRIZ 1' 10• VERT 45BUILT JSG JSe 6 -20 -94 ARCO AM /PM MINIMARKET
.. -.. -. - .... .. -. ... ..- -.: :. 5 REVISE SEWER CONNECTION JSG JSG 11 -8 -93
- PROFILE
SS EXTENTION PLAN 8L 4 MISC. REVISIONS PER REVIEW AK JSG 9 -29 -93
- - - - 3 REVIDED PER UTILITY REVIEW DAP JSG 9 -15 -93 DESNGNED DAP
- DATE 3/15/93
FILE N0. —
2 MISC. REV. PER CITY DAP JSG 8 -9 -93 OHAWN CAD
A' 1 PER CITY RENEW DAP JSG 5 -25 -53 — —
CHECKED DAP SCALE 1" = 20' FIELD GOOK PAGE_
'•. _- ' E: +e6s'` ... .. ... - .. .... - - ... ..... ...... .. - - NO. flEY18KIN BY APPR. DATE APPROVED ca.c a. o- F�«c n'crx� SHEET C S OF 14
Ii I I I I 1 / I 1 I I l i 1 11 I 1 -- I i I 1 1 1 I i
Z
O
F
U'
Z
2
co
Q
z
O
z
Ill
}
J
Q
[L
Z
D
M
oaoasTRL Cr 4® WME ORNEWU E SUPPLY J -:
S T
S
APPROACH PER C Y OF
To BE RELI
4
-
REMOVE EK. J 90X
o 4
aP -' °
°'=" M'+A'ER�N;D 5T52u�CTI�DN)
CONTRACTORS c- •00R,NATE-WCfH ? I q
qt $
$ PER CITY STANDARDS
PO MPANY OWSECURING POLE -
- �- L
L „ `12' WIDE PUBLIC
JOINT
STABILIZE TRAFFIC SIG POLE AND
PROVIDE ADEQUATE SN NG
OF UTILITY EXCAVATION FOR � 4
PROT'ECTKIN OF POLE AND,'
J 12.08.19• E FOUNDATION. W F
1.16 REMOVE /REPI -\E STING SIDEWALK
AT NEAREST EXPANS N JOINT AS '
cfi NECESSAR'R FOR SAN. SEWER INSTALLATION 100t981 5f? Rr.
- 26.39
_ END OF EXIST,���0.89 (3' /NJ
WALK. 20.74 ��((�� _
F (3" OUTN' '
INSTALL. CONC. WALK �
• e 1 \ BETWEEN EXIST. CURB 000e ,
AND R/W UNE (TO STA
W¢ 101 +40)
S° S$ 10' WIDE PUBLIC
/
UTILITY EASEMENT q1 �� •.
ST +78, I ZP
�SCO
3 L = 206.73'
f
A _
TJ] + O
E L
�( O 4D Q
U m r
Q a c m
ID
E® � Tn
o c m c-
0 ¢Wwo
ccl
(.) o
o CD
-0 0 CD
O Q
c O
(D J
O -le
� O
U � �
ca X
j m
O
a
#2 p = 03.08'07 3 LF 6" PVC ` 4 `°\ lLl
62' L T. @ MANHO
uTI62 {y W
An e _ I___ REMOVE EXIST. CWUNLIX J, �UT9TX FA.IIffNT = N Z
N57-M -1
�� FENCE REPLACE Pueuc utnlry GFLF 3"PV
SMITNERS AVE S. T. SIDEWALK
�' J REMOVE SSA IN KIND AFTER ,CON EASEMENT ' -
DVE & REPLACE AS NE ESSARY FOR INSTALLATION STRUCTION.- .;._"- ' � ST 16 LT 58• \\, � � }
. -BOX TO OF 'SEWER REPLACE -PER . • ' - ,.. ^' �� \ TRAFFIC Sli`.tlAL SOJ \ N u
EAEkC,OF HALM CITY STDS. {CET: ON SHT. C -5) - . ` _ / CONTROL
iS
-� _ TO REMAIN.. CONTROL BOX & J BOX AND ('FROYNV
W
E:K CURB & GUTTER G �, �, a
l \ -�, ,a INEPLlnCE h . ,.i_ 7a:•�. y _ R = 250.00• THE INTERSECTION TRAFFIC SIGNALIZATIONN� Q Z
PAVEMENT - ' ,,� � � � Bi02�9 �L�'�. � •< � A_ � / L = 66-9 % SYSTEM MUST REMAIN OPERATK3NUL \ "\ t/1, z >OiT.
SA'ACUT .AND FREIIAOVE ETC. PA EX V! _
AS NECESSARY FOR NNSAA7ll947K9N 'OF � IN � ®y / p = i520•'J9° DURING CONSTRUCTION. {�
SANITARY STOP u N zAS - -- >� _ �T" s?s cN6 's �. z ZZ d Q
LIMITS OF ASPHALT / FEW:E TO PROP_ ° Q
a
R�TN uRTw Y uNSTA1uATUONS NG `
_. .
APPROXIMATE AND MAY %% I LICSG AS SH0T1'A1 CIO
�j
UPON Sow COTIDNRtlO}NS AND THE CCNTRACTORS \�. _ • -_
REARDUE Eac OCNO2ETE WALK awRa CUTTER s ff PRDFNLE3 R = 250.0 16ERXUP7 CAE (TYP) Et rRt AAID Qe °� \ ` Q �- a m Z
AS NECESSARY AT NEAREST EXPANSION 90RJTS 4556 E a REPLACE (ar-afR Six£RISTRL1cT1ON)
FOR CNNRS"ZOCTRGN OF SAIL SEVJER / \i81 / ss M p = x8'46 "46° R = 13BZ42 PER Cff sFNOxDAFtDS `\ 1 < VQO
R ON RIND_ .� 17 Z`Aly STA 1' LT T• L = 81 94• J L = 223.33' \..... Z Q I-
\ STA 23.38 L T Z 15. -= 0915'23° Q 0 Z Z
2429 SS NO FENCE �j °� ui
7' WIDE �PUBUC {{.l1TIL1�T))'Yy ��1 ♦/�
EXWME CATCH BASN� /SL75(8° /NJ BY 0 EEVELNTOTORBEAACUUIRED STA. /2-1 X56' L T. REPLACEMENT - : FIN. GRADE - - vJ vJ W Z cr
22 i/2 VERT BEND-- AND ORASN PIPE AS E - /�O9//BYJ� .... RIM 26.4... IN PLANTER
-
NECESSARY OR
-
Z
Z
INSTALLATION OF 6.8
/E _ /6.38 3 uj s MH 30 Rw_ 0 .' iE Q
RSM 17 SHT (FL INS} GRADE) IE 12.10 5 ;E 1N 7. 5 ~
JE = 85 i W X O
SS NMI/ /11fR 4 EXST. GRADE IE N 4o E _, - - - -- -- — — ~ /�
IE UT =7 20 -
STA 13 +88 (X153, PRESSURE _ _ .. - 627
ri� o CAS L - - - - -- 47 LF 8- SS @ 20
Rx. z< _ .&3B' LF - 3' FOACED LINE
4VATERMA ° S 13 +49, STA. 13+47 :. - - .4.39•°6
144 LF - 8" SS @ 0.83% /44 LF - 8" SS @ /-48% SS MH #! ; o vT
s .TELEPHONE - - - - o
22 1/7 - .. -.. 43L 18' "C :. c3 o v
/ - 257 LF 8' PV 0.40% z U o CD 2
per' 97 LF 18 FNC 0 0.129 85 LF ' 8 C 0.729 . + Q o =
178 LF 18` PVC 0.12% `�z
OD '$ ,o� 10 /1L♦ moo mm
�� 1F 2 g °9• I E - I I OS -. :.
®1sT_ nDS �' c SS MH #3 1 � c =
METRO sEAER 43 L - (8' SS R 24.6% MH #2
i CONNECT PER DETAIL. SHT C -11
' N
0 V+
LD J • a v"'. c
z
W
�sv
W
o io .
^' >.
W y
�. .. .-
J � � a N � S.
a - a c
.P
CO oo�
_ .. < <n
zssz7 � nn''tt i a = � mm
cz 0
ca ONAL EN
EXPIRES 01 -07 -95 V J r max-.
CITY OF RENTON
DEPARTMENT CF PUBLIC WORKS
SANITARY SEWER. EXTENSION PROFILE
AS -BUILT REVISIONS JSG JSG 8 -12 -94
SCALE: 1• = 20' HGRIZ 1' 10• VERT 45BUILT JSG JSe 6 -20 -94 ARCO AM /PM MINIMARKET
.. -.. -. - .... .. -. ... ..- -.: :. 5 REVISE SEWER CONNECTION JSG JSG 11 -8 -93
- PROFILE
SS EXTENTION PLAN 8L 4 MISC. REVISIONS PER REVIEW AK JSG 9 -29 -93
- - - - 3 REVIDED PER UTILITY REVIEW DAP JSG 9 -15 -93 DESNGNED DAP
- DATE 3/15/93
FILE N0. —
2 MISC. REV. PER CITY DAP JSG 8 -9 -93 OHAWN CAD
A' 1 PER CITY RENEW DAP JSG 5 -25 -53 — —
CHECKED DAP SCALE 1" = 20' FIELD GOOK PAGE_
'•. _- ' E: +e6s'` ... .. ... - .. .... - - ... ..... ...... .. - - NO. flEY18KIN BY APPR. DATE APPROVED ca.c a. o- F�«c n'crx� SHEET C S OF 14
Ii I I I I 1 / I 1 I I l i 1 11 I 1 -- I i I 1 1 1 I i
Z
O
F
U'
Z
2
co
Q
z
O
z
Ill
}
J
Q
[L
Z
D
M
P Is SANITARY SEWER MAIN EXTENSION PLAN/PROFILE
Ewe
4D mo
0
SCALE: 1'=20' Co ao 0
UTILITY CONFLICT NOTE:
22
CAUTION; 0 a: Ez C DO
.2 W
Cj)o
THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, & DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE CD
UTILITIES AND SURVEYING THE HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. Cd
15 THIS SMALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING TO PHYSICALLY
VERITY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
RECIPROCAL ACCESS EASEMENTS FOR LO`,S 1 2 APPROXIMATE LOCATION OF EXISTING PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. <
EKIST. LOT TRAGIC SIGNALIZATION AND UUM NATION IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING Z
-2-0 20
LINE SYSTEM CABLES (TYPICAL). CONTRACIOR ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. c 10 to 401
EX CITY TRAFFIC DfFERCOIwNECF Ml LOCATE PRIOR TO CONSTRUCTION .2 it)
CABLE PULL BOX TO BE AND PROTECT DURING CONSTRUCTION
REMOVE EX. LIGHT STD
25 -PR AS SMIOWNL CABLE 91-�- BE =3 -ff 0 0
REMOVE EX LIGHT STD
o III21 G & RELOCATE DI
MING
CATE
{AFTER 'CONSTRUCTION 3: CCINSTRUCTION OF <
WATER Sc SEAER)RIOON40K 0
OF WALK PER CITY STD. 25-PR CABLE. COORDINATE =I ES WATER & SEWER) 10
b W/ CITY STAFF. RECONNECT WALK PER CITY STD.
IN AFTER SEWER/WAMR CONINE 0
w 02,53,51, 1 OF
PROPOSED 10, WIDE VC isacri
R -3777,111,3' PUBLIC UTILITY EASEVIENT
N BEFORE DIGGING, CONTACT _j
L 191,0,r 11,01 _STA. 102+50 A - 10*2Y57' 0
f PMDE 67 THUM R - 3777.93*
51 TYP, & ER 69"7* CT
LOCATION
A. +58141. IS' 3- CO. LOCA. UTILITY LOCATE @
III,* C Ca I - I z I
so
&a SERVICE CONNECTION
1- 800 - 424 -5555 O to
Cc
0
(D
_JU
m:
A, 101+40
N.3 INSTI41.1 11' WIDE CONSTRUCT 40' WIDE WIDE SIDEWALK 3' S. S. A S-BUIL T NOTES
ALONG -61 Typ.
WALK AL WATERMAN. SEE DRIVEWAY APPROACH PER CITY WITH LANDSCAPE PLANTER lc�
PER DETAIL P.
61 T
- L� 80) S+41S �C- 12 THUR: C- 14 OF RENTON STANDARD DETAIL VS AND REPLACE EX. + END SIDEWALK PLACED 1, 3' S.5 S. L Or-4 TED 7" TO THE NORTH TH
Su SHIT, C-11 ON SHEET C-5 96TALL 6* WME ODMC. ILLUMMIATION SYSTEV 3 -BOX ADJACENT TO CURB 0
FOR IDIVS (CENTERED ON PROPERTY CORNER) AF WATER TIER MAIN AND RUNNING
1, -3 FOR GRADES WALK ALONG " PER PARALLEL. IL (EXCEPT FOR ARCO LOTJ
RADY WAY SCE SHEET . EL.
C DUAL SIRL C-5
UJI
2. CLEANOUTS FOR 3- S.S. LINE LOCA TED Z —1
D#?ECTLY ABOVE LINE.
ILL Lu
< z
3. A METAL 'TACK' PLACED N �oy .0
SMEWALK TO LOCATE EACH C.O.. W_ >_ (j)
CO. WILL BE 216' TO NORTH OF Im <
EACH 'TACK'� 3.0(9
z
w
PLAN IN( AND DETAILS Z
_�R �LAPE
STREET P
TE
L_1 'H L-
(SHEETS THROUG 3) >.o X:
< 0 Ir 0)
uj _j 2 <, <
0
..................... ................... ..
.... .........
Z _1 z
....... ......... . ...... ...... >
.................. ...... cc
o m 0<0
...... ....
AS -BOIL
T No
TES
C
A T+".
4 0 HE ? TH
P C I C THE Nol
_O TED 7' T
T R MAIN AND RUNNING
E M N
(EXCEPT X P CO Lo T_j
E CE T FOR AR
TS '-OR 3- S.S. L,.I,.e L OCA TED
1BOVE LINE.
L T C IS I _
A K' PLACED A E_ 'N
.,o LOCATE EA C .9;.
,�4
...... ............ zo z
31)
30 ..8 . ..... ................. UJI
.............. ....
j) -FORCED. SEWER... ......
M� z
1E 4.00 EXIST. GRADE L z cr
X1.1 0
GUT T3,8D L :(APPROX z 11W
• IN ............... .. ......
< I.— Z
.......... .... ......... L
Iii co X
of
<
w . . ..... ......
20 20
UJ
0 .......... L L L
409 ........ ...... L
20k-Lir SS 0 S=OAOX I I I .. I � L I � I . . . -.1 �
S
tF. 87. -10
............ ------------
......................
Tj .........
10
...........
C
......
.................. - -----
co
0
...... ........
. . . . . . . . . . . . . . . .
(D
CIL 3
0
. . . . . . . . . . . . . . .
. . ..... ... .. ........................ .................. ..... .... .. ..
(D
. . . . . . . . . .
. . . . . . . . . . .
. . . . . . . . . . . . .
. .
(D
j04*50 104+00 103+50
D JOZ+Oo,:
101+50
Lu
. . . . . .
p
W
. . . . . . . . . . .
......................
S. G
U)
. . . . . . . . . . . . . . . . . . . . . . .
s
4— rn
Cz
. . . SANITARY SEWER EXTENSION: PROFILE::
c;
. ......
0) Co 5, t2g
'1-
SCALE: 1'=10' VERT 1'=20' HORIZ . . . . . . .
. . . . . . . . . . .
...........
. . . . . . .
28 7
0 /sTIL.
;i
zi Le
C) 0
AL
0 i oa
EXPIRES 01-07-95
_j
CITY OF RENTON
DIEF-AFUTIVIENT OF F-UE3L-10 WORKS
AS-BUIL T REVISIONS
JG JG 8-12-94
ARCO AM/PM MINIMARKET
4
AS BU2 r
MISC. REVISIONS PER REVIEW
JG
AK
JG
s.
M9
12- ---s,' ,
SS EXTENTION PLAN & PROFILE
. . . . . .
3
2
REVISED PER UTILITY REVIEW
DAP
JSG
9-15 -93
DESIGNED DAP
DRAWN LPL
DATE
FILE NO.
MISC. REV- PER CITY
DAP
jSG
8-9-93
. . . . . . .
0-
NO.
PER CITY REVIEW
REVISION
:!D.�IP
Sy
AIP51
5-25-93
DATE
DAP
SCALE 1" 20'
FIELD BOOK PAGE
APPROVED
SKEET C 9 OF
File: File: C:\J0SS\ARC0\2389\2389-C9 Dcze/T-.e- 10-04-1993 16:06 Scale 1=20 JIM
IA I I I I I Al I I I A I I I A I A I A I A I I I A I I IA I I I I I A,
A I I I I l i I I l I -- 1 -- _ -_ - -- l 1 1 i I i I I ! l i ! I 1 i 1 1 I