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EXISTING 8" STORM
236' 0 6.977
SSMH #1 PROP. -48" w. OUTSIDE DROP
SEE OUTSIDE DROP DET. SH T. 8 \
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
(UPPER LEG DROP EL =+G&88- )109. ?0 -w
IE 8" (CNTR CHNL) =98.99• EXIST 97. Z5
(VERIFY PRIOR TO CONST)
IE 8 IN (E) 98.19 (LOWER LEG DROP)
JT PAVING & REPLACE
SET. SHT 4
EXISTING 8" STORM
CMP PIPE IE= 115.33
ABANDON
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ABANDON
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r
340' -8 C ® 1.009
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00
LOCATION
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PER DWG W- 230507
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SITE
U �
3 n.
° a
N Ld
U
IOU I m
EXISTING 8" STORM
236' 0 6.977
SSMH #1 PROP. -48" w. OUTSIDE DROP
SEE OUTSIDE DROP DET. SH T. 8 \
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
(UPPER LEG DROP EL =+G&88- )109. ?0 -w
IE 8" (CNTR CHNL) =98.99• EXIST 97. Z5
(VERIFY PRIOR TO CONST)
IE 8 IN (E) 98.19 (LOWER LEG DROP)
JT PAVING & REPLACE
SET. SHT 4
EXISTING 8" STORM
CMP PIPE IE= 115.33
ABANDON
�
EXISTING DITCH
N
ABANDON
❑ CATCH BASIN
r
340' -8 C ® 1.009
i
�
U �
3 n.
° a
N Ld
U
IOU I m
EXISTING 8" STORM
236' 0 6.977
SSMH #1 PROP. -48" w. OUTSIDE DROP
SEE OUTSIDE DROP DET. SH T. 8 \
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
(UPPER LEG DROP EL =+G&88- )109. ?0 -w
IE 8" (CNTR CHNL) =98.99• EXIST 97. Z5
(VERIFY PRIOR TO CONST)
IE 8 IN (E) 98.19 (LOWER LEG DROP)
JT PAVING & REPLACE
SET. SHT 4
EXISTING 8" STORM
CMP PIPE IE= 115.33
ABANDON
�
EXISTING DITCH
�^. N
ABANDON
❑ CATCH BASIN
EXISTING 12" WATER
340' -8 C ® 1.009
LINE APPROX.
X
LOCATION
EXISTING FIRE HYMANT
PER DWG W- 230507
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EX WATER METER
V
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SITE
EXISTING 8" STORM
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CMP PIPE IE= 11.22
CL
ABANDON
EXISTING 8" STORM
6
ABANDON IE= 118.44
Ir
EXISTING DITCH
h
ABANDON
Ea 8" ail r
EX 8" S.S.
!
EXIST EDGE OF PVM'T -W. SIDE
EXISTING SEINER LINE
EXIST FOG LINE -W. SIDE
EXISTING 8" STORM
CMP PIPE IE =119.8
EX S. S. M. H.
RIM = 125.28
I . E. = 105.35
i
,I11 °lf
1
EXISTING STORM
8" CONC. PIPE
(1)
EX WATER METERS
EXIST EDGE OF PVM'T -E. SIDE
EXIST FOG LINE. -E. SIDE
EXISTING P.P. 00
TO BE REL TED '� 120-
0-
i
i
i
i
i
i
i
121
2)
TRA C
T
HI POINT STA 2+58.94
HI POINT ELEV= 122.21 6" SIDE SEWER
O 2.0X MIN -TYP
a''O,
LEGEND
�^. N
W
❑ CATCH BASIN
z
340' -8 C ® 1.009
QS SANITARY SEWER MANHOLE
X
z
EXISTING FIRE HYMANT
O
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4& EXISTING WATER VALVE
V
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SITE
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POWER POLE
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0
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EXIST. RES. LOCATION
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Ea 8" ail r
EXISTING STORM UNE
!
SA
EXISTING SEINER LINE
1 �
N N op N
E)GS7*G WATER UNE
15' WA
Z��1
W (6
r T
i
,I11 °lf
1
EXISTING STORM
8" CONC. PIPE
(1)
EX WATER METERS
EXIST EDGE OF PVM'T -E. SIDE
EXIST FOG LINE. -E. SIDE
EXISTING P.P. 00
TO BE REL TED '� 120-
0-
i
i
i
i
i
i
i
121
2)
TRA C
T
HI POINT STA 2+58.94
HI POINT ELEV= 122.21 6" SIDE SEWER
O 2.0X MIN -TYP
MIN F. F/ ELF 112
�., n> IU' III I EXIVING P.P. �nni
/AD T BE RELOC
a''O,
NORTH 40TH STREET
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340' -8 C ® 1.009
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TAR EWER
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15' WA
W N
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MIN F. F/ ELF 112
�., n> IU' III I EXIVING P.P. �nni
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MIN F.F. L= 113.1
a''O,
NORTH 40TH STREET
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NORTH 38TH STREET
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N 1'52'44 "E
N �
3320.44'
31 ? 3
T. 24 3.2 R. S E. FNS MON. IN CASE -24-05
p-- GPS MON, NO. 266
6 S
5 N 191, 429.82
N89'03'520N
T. 23 N., R. 5 E. E 1,303,590.05
NW03'52"W (SEE SURV. 128 -226)
129x. 61 '
1335.01'
MIN F.F. L= 113.1
ROLL 1'9,7
3
MIN = 114.4
N�
S 1 � 22i
S
(J)
106
SSMH #2 PROP. 8"
STA 4 +35 51 T
RIM EL= 12 0
IE 811 OUT W) - 112.30
R &F 0
�
I I ul
-- -- --_ _ _ STA 4 +75 1.5' RT
_ - MIN IE= -112.4
_ ,; -- _� _ _ _ _ 40' 0 2.00%
N - R &F /- ( )
v -n
Z WAT SERV -TYP -
mc.+ MIN F.F. EL= 116.
< I
N0
fV
04 N cD
STA 4 +34.5 5 ' RT
- -e ACCESS AND 14 F I MIN IE =113.4
UTILITIES EAS N I
(48.6 ® 2.00 %)
' �` F.F. EL= 117.0
I
MIN EL= 116.0 I
i
v5 2484403
Al
SANITARY SEWER NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. OFFSET DISTANCE AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
UNE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
2X FROM THE SEWER MAIN UNE. ACTUAL LOT INVERT CAN BE HIGHER BUT
CLEARANCES BETWEEN THE WATER UNE AND THE SEWER STUBS ARE TO
BE MAINTAINED.
3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
ARE TO BE TYPE II 48" AS SHOWN ON SHEET 8
4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
SEE DETAIL ON SHEET 4.
5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
6. THE SANITARY SEWER STUB FOR TOT 1 AS SHOWN ON THIS SHEET
WILL NOT BE NECESSARY IF THE CITY WILL ALLOW THE EXISTING STUB
TO BE USED.
zCAWEO APR t t ; � = -� SV v a3
�r•s
AVOID OUTIM O UNDERGROUND
U1IU7y Umm ma cXsnY
Call
before you
Dig*
SN0�6 i
G
6 I (3
5
S �
GRAPHIC SCALE
of MT
I inch 20 !t
NOTE:
MTING UTILITY LOCATIONS SMC10N HEREON ARE APPM MATE ONLY.
IT SHAD. K THE CONTRACTORS I ESPONSWiTY TO DEIERMME THE
EXACT VERTICAL AND H01lIZONTAL LOCATION OF ALL EX01NO UN=-
GROUND UTILITIES PrhoR TO COMMENCCNC CONS'IRUC710N. NO
REPIEM TATION IS MADE THAT ALL EX0 MrC UTILII>ES ARE SHOWN
HEREON. 1fIE MOINEE1e ASWAS NO "ONIIBIUTY FOR UTI1TIEs
NOT EIO'w1 OR U11um NOT mm w IFM MM LOCATION.
CALL w i01E VW 00 1- 000 -424-MM
uMOO�aio�uMO our$lat (uw►)
RECOMMENDED
FOR APPROVAL
BY S
BY
•
�+CANNEQ OCT � X001
•
e4 •
's 00
4A L
EXPIRES 5 -13-01
STAMP no ma mm 9w as Mm
•
IVA cp
�^. N
0
N � (�
� ill
N R
N N
N
~
ti
e j W
V
W
�
W
O
6W
ROLL 1'9,7
3
MIN = 114.4
N�
S 1 � 22i
S
(J)
106
SSMH #2 PROP. 8"
STA 4 +35 51 T
RIM EL= 12 0
IE 811 OUT W) - 112.30
R &F 0
�
I I ul
-- -- --_ _ _ STA 4 +75 1.5' RT
_ - MIN IE= -112.4
_ ,; -- _� _ _ _ _ 40' 0 2.00%
N - R &F /- ( )
v -n
Z WAT SERV -TYP -
mc.+ MIN F.F. EL= 116.
< I
N0
fV
04 N cD
STA 4 +34.5 5 ' RT
- -e ACCESS AND 14 F I MIN IE =113.4
UTILITIES EAS N I
(48.6 ® 2.00 %)
' �` F.F. EL= 117.0
I
MIN EL= 116.0 I
i
v5 2484403
Al
SANITARY SEWER NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. OFFSET DISTANCE AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
UNE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
2X FROM THE SEWER MAIN UNE. ACTUAL LOT INVERT CAN BE HIGHER BUT
CLEARANCES BETWEEN THE WATER UNE AND THE SEWER STUBS ARE TO
BE MAINTAINED.
3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
ARE TO BE TYPE II 48" AS SHOWN ON SHEET 8
4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
SEE DETAIL ON SHEET 4.
5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
6. THE SANITARY SEWER STUB FOR TOT 1 AS SHOWN ON THIS SHEET
WILL NOT BE NECESSARY IF THE CITY WILL ALLOW THE EXISTING STUB
TO BE USED.
zCAWEO APR t t ; � = -� SV v a3
�r•s
AVOID OUTIM O UNDERGROUND
U1IU7y Umm ma cXsnY
Call
before you
Dig*
SN0�6 i
G
6 I (3
5
S �
GRAPHIC SCALE
of MT
I inch 20 !t
NOTE:
MTING UTILITY LOCATIONS SMC10N HEREON ARE APPM MATE ONLY.
IT SHAD. K THE CONTRACTORS I ESPONSWiTY TO DEIERMME THE
EXACT VERTICAL AND H01lIZONTAL LOCATION OF ALL EX01NO UN=-
GROUND UTILITIES PrhoR TO COMMENCCNC CONS'IRUC710N. NO
REPIEM TATION IS MADE THAT ALL EX0 MrC UTILII>ES ARE SHOWN
HEREON. 1fIE MOINEE1e ASWAS NO "ONIIBIUTY FOR UTI1TIEs
NOT EIO'w1 OR U11um NOT mm w IFM MM LOCATION.
CALL w i01E VW 00 1- 000 -424-MM
uMOO�aio�uMO our$lat (uw►)
RECOMMENDED
FOR APPROVAL
BY S
BY
•
�+CANNEQ OCT � X001
•
e4 •
's 00
4A L
EXPIRES 5 -13-01
STAMP no ma mm 9w as Mm
•